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Home My WebLink About1901 CALLE BARCELONA; BLDG 6; CB031520; PermitCity of Carlsbad 0/8-21-2003 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: NADEL ARCHITECTS 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercial/lndustriaI Permit Permit No: CB031520 I901 CALLE BARCELONA CBAD COMMIND Sub Type: COMM Lot #: 0 Status: ISSUED $205,870.00 Construction Type: NEW Applied: 05/30/2003 FORUM-BLDG 6-6209 SF DARK Plan Approved: 08/21/2003 SHELL & 784 SF CANOPY Issued: 08/21/2003 Reference #: Entered By: RMA Inspect Area: Plan Check#: Owner: STE 165 5465 MOREHOUSE DR 92121 858 552-8424 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee Total Fees: $31,469.40 $873.04 $0.00 $567.48 $0.00 $0.00 $43.23 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $12,786.82 $3,746.83 $0.00 $0.00 $0.00 $12,800.00 $0.00 $42.00 $61 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $31,469.40 Total Payments To Date: $469.38 Balance Due: $31,000.02 CGP 32 31000 02 f PERMIT APPLICATION ClFY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 I FOR OFFICE USE ONLY PLAN CHECK NO.&?fl EST. VAL. -& - I Plan Ck. Deposit I Validated By I Date S/?@ Proposed Use Description of Work / 0 of the work for which this permit IS issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Compan~~.~y hi qy: \w(. Policy No~~~~~\7 Expiration Date' / \ /a4 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$I001 OR LESS) 0 to become subject to the Workers' Compensation Laws of California. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as s up to one hundred ' compensation coverage is unlawful, and shall subject an employ to the cost of compensation, damages as provided for in Section I hereby affirm that I a rom the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Business and Professions Code for this reason: of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO QN LENDIN there is a c LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after !he work is APPLICANT'S SIGNATURE DATE .5/&3/*7 tion 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance ,/ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By m Address (include Bldg/Suite #) Business Name (at this address) Total # of units Phase No. Legal Description Lot No. Subdivision NamelNumber Unit No. Assessor's Parcel # Existing Use Proposed Use Description of Work sa. FT. #of Stories # of Bedrooms # of Bathrooms Name Address City Statelzip Telephone # Telephone # City State/Zip Name Address (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basts for the alleged Statelzip City Business License # Statelzip Telephone Address 796023 License Class Name State License # Designer Name Address City +have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3700 of the Labor Code, for the performance of the work for which this permit is Insurance Company E Policy No. Expiration Date 1 C' - 0 '[ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) e of the work for which this permit is issued, I shall not employ any person in any manner so as subject an employer to crlmind penalties and civil fines up to one hundred lded for In Section 3706 of the Labor code,jpterest and attorney's fees. DATE,/D-U~\ -0 3 I hereby affirm that I am exempt from the Contractor's License Law for the following reason. 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. of work): I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number / type Business and Professions Code for this reason: PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO LENDERS NAME LENDERS ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit). of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB031520 Type: COMMIND COMM Date Inspection Item Inspector Act 08/19/2004 89 08/19/2004 89 08/06/2004 89 Final Combo Final Combo Final Combo PS - PK AP Rl NR FORUM-BLDG 6-6209 SF DARK SHELL & 784 SF CANOPY Comments SHELL ONLY UNFINISHED-ARNETT WANTED CONTRACT CLOSURE W/OUT 07/12/2004 16 05/05/2004 18 05/04/2004 18 04/29/2004 14 04/29/2004 18 04/15/2004 18 03/16/2004 15 03/16/2004 15 03/12/2004 13 03/11/2004 13 03/10/2004 14 03/08/2004 14 03/08/2004 24 03/08/2004 34 03/08/2004 44 03/04/2004 13 03/04/2004 84 02/18/2004 24 02/17/2004 14 02/04/2004 15 02/03/2004 13 02/02/2004 13 01/16/2004 13 01/09/2004 13 01/08/2004 13 12/24/2003 11 12/15/2003 11 12/12/2003 11 12/10/2003 11 12/10/2003 11 12/04/2003 11 12/03/2003 11 12/02/2003 11 12/01/2003 11 Insulation Exterior Lath/Dry wall Exterior Lath/Dry wall Frame/Steel/Bolting/Weldin Exterior Lath/Drywall Exterior Lath/Drywall Roof/Reroof Roof/Reroof Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Rough Combo Rough/Top out Frame/Steel/Bolting/Weldin Roof/Reroof Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Fo u nd ati on/P ie rs PS PY PS PS PS PS PY PY PY PY PY PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS NR AP CO CO CO CA AP NS AP NR PA PA we we we PA we PA CO PA NR CA CA PA NR AP PA CO CA CO PA PA CO NR EXTERIORS COMPLETED LATH OK ON ALL BUT FIRE BY DAN PLACE SHEATHING @ PITCH ROOF OUT OF TIME ARRIVE LATE - NO ONE THERE TOWERS OK TO COVER FIRE STOPPING EXT FURR WALLS NOTED ON CARD 1 SET BY TOM BY TOM NOTED ON CARD COMPLETE NOTED ON CARD 17 COLUMN FTG 4INTERFTG NO CERT OF SET BACKS SEE ATTACHED NOTICE Friday, August 20, 2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/04/2004 Permittf CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY Inspector Assignment: PS 1901 CALLE BARCELONA Lot 0 Type:COMMIND Sub Type: COMM Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 6198899026 Inspector: Total Time: CD Description 18 Exterior Lath/Dry wall Act Comment db ^yfl Requested By: DAN Entered By: CHRISTINE Associated PCRs/CVs PCR03274 ISSUED FORUM BLDG #6-CHNG 3 FRAMED; OPNGS TO MATCH ARCHTC ON NORTH WALL PCR04002 ISSUED THE FORUM; TRUSS SUBM1TLE BUILDING 6 AT THE FORUM PCR04011 ISSUED THE FORUM BLDG 6; DOORS, STRAPS, HANGERS,BUCKETS inspection History Act Insp CO PS CO PS BY DAN OUT OF TIME SHEATHING @ PITCH ROOF Date 04/29/2004 04/29/2004 04/15/2004 03/16/2004 03/16/2004 03/12/2004 03/1 1/2004 03/10/2004 03/08/2004 03/08/2004 03/08/2004 03/08/2004 03/04/2004 03/04/2004 02/18/2004 02/17/2004 02/04/2004 02/03/2004 02/02/2004 01/16/2004 Description 14 18 18 15 15 13 13 14 14 24 34 44 13 84 24 14 15 13 13 13 Frame/Steel/Bolting/Welding Exterior Lath/Drywalf Exterior Lath/Drywall Roof/Reroof Roof/Reroof Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Welding Fram e/Steel/Bolting/Weld ing Rough/Topout Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Rough Combo Rough/Topout Frame/Steel/Bolting/Welding Roof/Reroof Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Act CO CO CA NS AP AP NR PA PA we we we PA we PA CO PA NR CA CA Insp PS PS PS PY py PY PY PY PS PS PS PS PS PS PS PS PS PS PS PS Comments ARRIVE LATE - NO ONE THERE TOWERS OK TO COVER FIRE STOPPING EXT FURR WALLS NOTED ON CARD 1 SET BY TOM CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760} 602-2700 1635 FARADAY AVENUE LOCATION^/ PERMIT N TIME FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? I __ \ YES INSPECTOR PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 12/24/2003 Permit* CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY Inspector Assignment: PS 1901 CALLE BARCELONA Lot 0 Type: COMMIND Sub Type: COMM Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 6199879443 Inspector: Total Time: CD Description 11 Ftg/Foundation/Piers Requested By: TOM Entered By: CHRISTINE Act Comment Associated PCRs/CVs Inspection History Description Act Insp CommentsDate 12/15/2003 11 Ftg/Foundation/Piers 12/12/2003 11 Ftg/Foundation/Piers 12/10/2003 11 Ftg/Foundation/Piers 12/10/2003 11 Ftg/Foundation/Piers 12/04/2003 11 Ftg/Foundation/Piers 12/03/2003 11 Ftg/Foundation/Piers 12/02/2003 11 Ftg/Foundation/Piers 12/01/2003 11 Ftg/Foundation/Piers PA PS NOTED ON CARD CO PS CA PS CO PS PA PS 17 COLUMN FTG PA PS 4 INTER FTG CO PS NO CERT OF SET BACKS NR PS SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 12/15/2003 Permit# CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY Inspector Assignment: PS 1901 CALLE BARCELONA Lot 0 Type: COMMIND Sub Type: COMM Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 6198908463 Inspector: Total Time: CD Description 11 Ftg/Foundation/Piers Requested By: TOM Entered By: KAREN Act Comment Associated PCRs/CVs Inspection History Date Description 12/10/2003 11 Ftg/Foundation/Piers 12/10/2003 11 Ftg/Foundation/Piers 12/04/2003 11 Ftg/Foundation/Piers 12/03/2003 11 Ftg/Foundation/Piers 12/02/2003 11 Ftg/Foundation/Piers 12/01/2003 11 Ftg/Foundation/Piers Act Insp Comments CA PS CO PS PA PS 17 COLUMN FTG PA PS 4 INTER FTG CO PS NO CERT OF SET BACKS NR PS SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 12/04/2003 Permit# CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY Inspector Assignment: PS 1901 CALLE BARCELONA Lot 0 Type:COMMIND Sub Type: COMM Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 6199879443 Inspector: Total Time: CD Description 11 Ft g/Foundat ion/Piers Requested By: MARVIN Entered By: CHRISTINE Act Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 12/03/2003 11 Ftg/Foundation/Piers PA PS 4 INTER FTG 12/02/2003 11 Ftg/Foundation/Piers CO PS NO CERT OF SET BACKS 12/01/2003 11 Ftg/Foundation/Piers NR PS SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 12/03/2003 Permittf CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY Inspector Assignment: PS 1901 CALLE BARCELONA Lot 0 Type:COMMIND Sub Type: COMM Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 6199879443 Inspector: Total Time: CD Description 11 Ft g/Foundat ion/Piers Requested By: MARVIN Entered By: CHRISTINE Act Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 12/02/2003 11 Ftg/Foundation/Piers CO PS NO CERT OF SET BACKS 12/01/2003 11 Ftg/Foundation/Piers NR PS SEE ATTACHED NOTICE City of Carlsbad Bldg Inspection Request For: 12/01/2003 OcInspector Assignment: *\ —-*Permit* CB031520 Title: FORUM-BLDG 6-6209 SF DARK Description: SHELL & 784 SF CANOPY 1901 CALLE BARCELONA Lot 0 Type: COMMIND Job Address: Suite: Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Total Time: Sub Type: COMM CD Description 11 Ftg/Foundation/Piers Act Comment Phone: 6199879443 Inspector: Requested By: MARVIN Entered By: CHRISTINE Associated PCRs/CVs Inspection History Date Description Act Insp Comments CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE (760) 602-2700 1635 FARADAY AVENUE PERMIT NO. ^^^^^^^j^TL^^^ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L_J YES ^FORMATION, CONTACT ____„___ ______ PHOWE BUILDING IMSPECTOR CODE ENFORCEMENT OFFICER - ..-J SK I - ... - ... __ - ........... ._ ... ;=.:I *- ......... ....... -. .... __ MAY 17 2004 City of CARLSBAD BUILDING DEPT. Shimaji & Lascola Structural Engineers 23682 Birtcher Drive Lake Forest, CA 92630 = 4/14/oq- itation Sheet Of -?chnitol Repiesen torive BY Date .‘I. . ._ . - ..... 0 p -T-1 ohr -3 . ._ .... .... .- .... . alas miaim avgsItlt/3 i* .? (roo1 Ll AV'W .. AOtldd'd - Shimaji & Lascola Structural Engineers 23682 Biacher Drive Lake Forest, CA 92630 5/14\04 .. icotion Sheet of Date -8" . -?chnicol Representative BY A Office Locations Orange County Corporate Branch; 2992 E. La Raima Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Los Angeles Ventura County 13010 San Fernando Road Unit! Sylmar,CA91342 Tel: 818.833.8100 Fax: 818.833.0085 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suited 01 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www.mtglinc.com Geotechnical Engineering Construction Inspection Materials Testing Environmental FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING Date: August 18, 2004 To: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Project No: 2822-A03 Log No: 4-1084 SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. SUBJECT: PERMIT NO: fCB 031520 PROJECT ADDRESS: 1901 Calle Barcelona (Building 6) Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on: August 18,2004 The work which we provided Special Inspection consisted of: Reinforced Concrete., Structural Steel Shop and Field Welding, Ultrasonic Testing of CJP and Anchor Epoxy. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING AGENCY:MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: ' NAME (PRINT OR TYPE):Eduardo C. Dizon State of California Registration Number: C 57217 Expiration Date: '12/31/ B) If the inspection services were provided by an independent certified special inspector: SPECIAL INSPCETOR'S NAME (PRINT OR TYPE): REGISTATION NUMBER: SIGNATURE: NA EXPIRATION DATE: MIRALOS INSPECTION 681 MAYWOOU STREET ESCONDIBG, CA 92027 Cell Phone (760) 644-0304 Fax (760) 480-587? DATE: 12/17/03 NUMBER OF PAGES;6 (INCLUDING COVER) TO: Paul Smith FROM: Carlos Chavez CC: NOTES Mr. Smith here are my inspection certifications. I was tolci by your office that it was ok to fax them over to you. I performed welding inspection for the job over at 2604 Carlton St. The job is named The Forum. If you have any questions for me please feel free to call me. Thank You Carlos Chavez 39/18 3E*7d ZJAWO 8LQSQBPQVL QZ : Confererios &f Buildtng Offiojat ««*„,._-,- -w«i«it? -jfti:.•ts«.^***6sti, .,,..,..-..-.'•*'-^te-?- '"^^^^S"' ^^^^?^- """"c:*ii3v3<i'Ww*»r |^^(i»Wfc^*^ ^^* ~^i,5^?ii-" IJAVHO liiternatkmal Conference of Building Offklals JMMD G UKKHAST CEKirrrea REINFORCED CONCRETE SPECIAL INSPECTOR The utdivkltfBS n*metf hiareon tis CERTIFIED in Hh« CAItg^' Ktn been so certtfPed pursuant iw jtuccessful campieilwi of Uw e: May 30, 2ft| No, S«6£S3T-*9 Certrfitttiian ,_.. .-•' IVol valid tinte*s signed 65'hokfer T96 Wi ?6S- Bea 23 03 10:58a Tom Groenendal (6131258-5460 p.l International 6.1^^ conference of BnthSng officiate /^_^-%. SHANNOH« MCKMCHT '^: A ^. SPECIAt INSPECTOR • i.;^ t9B? UBC flTTO 3000 IBC TTieinatvWual named hereontsC£frnnEDUi the cateoorv shown, prescribed vwltten exam/Bep IStt. •*«>ffcaWe «v»rienra sfroufe bp \-criflW by Joea/ Juris fictions. THE CITY OF SAN SPHCI AL INSPECTOR ID CARDa. Signature Nfc / Stfi International Conference of Building Officials CONNIESUE E DICKINSON CERTIFIED SPECIAL INSPECTOR Structural steel and Welding 20OO International Building code The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written requirements, Expiration date: October 9J1QD5 No 1104120-85 .Not vjfcUAlCTfi^ienea Dv"certificatel holder. JCBO certification alleys KLtn"tpereni fenow/pdge o/ codes and standards. Applicable experience s/iou/d he verified by local jurisdictions. Certifies Thai WELDING INSPECTOR K Dickinson Has complied with Ihe requiremenls of Section 6. 1 of the AWS Slandaid for Qxialificabon and Certification of Welding Inspectors, QCt % with X without.eye correction.color Mind 95070121Certificate Number July 2004 RfecertilV by international conference of Building Officials CONNIESUE E DICKINSON CERTIFIED SPECIAL INSPECTOR UBC Structural Steel and Welding 1997 Uniform Building Code The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written requirements. Expiration date: OctoJ No. 110ai20-85 "signed by certificateholder. ICBO certification Attests !a competent knowledge olcodes and standards Applicable experience should be vended bv local jurisdictions ERS & ASSOCIATES Civil Engineering, Inc. PLANNING • ENGINEERING • SURVEYING CITY OF CARLSBAD 1635 Faraday Carlsbad, CA 92008-7314 Attention: Mr. Paul Smith City Building Inspector Regarding: The Pavilion at La Costa Rough Grade Certification Reference: Grading and Erosion Control Plans for The Pavilion at La Costa Drawing No. 398-4A Dated 4/22/02 Dear Mr Smith: I hereby certify that the line and grade for the slab forms of building number 6 have been completed and are in conformance with the grades shown on the approved plans. Very truly yours, MAYERS & ASSOCIATES CIVIL ENGINEERING, INC. Dru J. Mayers, RCE 38474 19 Spectrum Poime Drive, Suite 609 • Lake Forest, CA 92630 • (949) 599-0870 office • (949) 599-0880 fax EsGil CorDoration m In Partnersfiip witfi Government for BuiCing Sufety DATE: August 5,2003 JU RED I CTl ON : Carlsbad PLAN CHECK NO.: 03-1520 SET: I11 PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Building 6 0 The plans transmitted herewith have been corrected where necessary and substantially comply Dc] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list with the jurisdiction's building codes. and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person A. The soils report recommended that a soluble sulfate test shall be made. B. Applicant shall provide the Special Inspection Form to the City. Applicant requested that this test be included as a deferred submittal. By: Sergio Azuela trnsm tl.dot Esgil Corporation 0 GA 0 MB 0 EJ PC 7/29 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: July 21, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1520 EsGil Corporation In Partnership with Government for Builiiiw Safety PLAN REVIEWER n FILE SET: I1 PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Building 6 0 0 0 IXI 0 IXI 0 la 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Nadel Architects, Inc. Attn: Steve Kohn 5465 Morehouse Dr., Suite 165, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steve Kohn Date contacted:q Gz/OS (by: fhc) REMARKS: Telephone #: (858) 552-8424 Fax #: (858) 552-8429 Mail mephone Fax/ In Person By: Sergio Azuela Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 711 5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 03- 1520 July 2 1, 2003 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1520 II PROJECT ADDRESS: 1901 Calle Barcelona SET: I1 ll DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/15 DATE RECHECK COMPLETED: July 21, 2003 II REVIEWED BY: Sergio huela II FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes ONo c Carlsbad 03- 1520 July 21, 2003 1. 7. 8. 9. 14. 16. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationslreports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationsheports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 921 23, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Exit doors from Group & occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. 0 Panic Hardware shall be specify for all doors A, B and C2. Please note that Panic Bar is not the same as Panic Hardware. All doors wd-gaks, within the exit path from Group A, E, H-I, H-2, H-3, H-6, H-7 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. Panic Hardware shall be specify for all doors A, B and C2. Please note that Panic Bar is not the same as Panic Hardware. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter IO. Section 1003.3.1 .I. 0 Panic Hardware shall be specify for all doors A, B and C2. Please note that Panic Bar is not the same as Panic Hardware. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer’s name. b) Product namehumber. c) 0 ICBO approval number, or equal. Include the required information for the built-up roofing and also for the roofing above the tower dome. Form the soils report provided: Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (required by the soil report pages 17 and 30). The soils report recommended that an additional soluble sulfates test shall be done. See page 18 of the soils report. Carlsbad 03- 1520 July 21, 2003 19. Show or note fire blocks at the following locations per Section 708.2.1 : a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; i) Please show it on plans at all concealed spaces as the one shown at detail 12lA5.2. Blocking shall be provided (shown on plans) through the entire concealed space, not only through the width of the studs. Original correction is still applicable. 24. Special inspection is required, the designer shall complete the attached Special Inspection Notice. 0 The Building Department will resolve this correction. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1999NEC + PLAN REVIEWER: Morteza Beheshti 25. 26. 27. Note: Submit completed panel schedule(s). I realize all homeruns are shown to be powered in the future. However, the code requires (at a very minimum) illumination in the main electrical room at this time. NEC 110-26(d) AS WE DISCUSSED ON THE TELEPHONE I BELIEVE THE CITY OF CARLSBAD WOULD REQUIRE ESSENTIAL ELEMENTS SUCH AS FIRE ALARM, SPRINKLER, MAIN ELECTRICAL ROOM AND EMERGENCY EXITS LIGHTS ETC. TO BE DESIGNED AT THIS TIME. PLEASE PROVIDE CITY APPROVAL. Show the location of the panel (if added as a result of item #I above). NEC 110-26,240- 24,300-21. PLEASE SEE ABOVE COMMENT. Rebar OR ground rods are not acceptable grounding electrodes for commercial applications in the City of Carlsbad. Please describe what the "UFER ground will be. (footage, conductor material and size, depth in footing.) This has been done on sheet E-I. However, single line note #24 on sheet E-2 confuses the issue. Please remove any notes regarding rebar(s) or ground rod(s) used as ground electrode(s). THE CITY OF CARLSBAD REQUIRES THE UFER GROUND TO BE SPECIFIED AS INDICATED ABOVE IN MY ORIGINAL COMMENTS. If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Cornoration In @artnership with government for QuiGfing safety DATE: June 11,2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1520 SET: I mT 0 PLAN REVIEWER P FILE PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Building 6 0 The plans transmitted herewith have been corrected where necessary and substantially comply D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list with the jurisdiction's building codes. and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Nadel Architects, Inc. Attn: Steven Kohn 5465 Morehouse Dr., Suite 165, San Diego, CA 92121 c] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted:L-/Z-o3 (by: &) Telephone #: (858) 552-8424 Fax #: (858) 552-8429 Mail [7 REMARKS: Telephone J Fax J In Person By: Sergio Azuela Esgil Corporation GA MB 0 EJ 0 PC Enclosures: 6/3 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 03- 1520 June 11,2003 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 03-1520 OCCUPANCY: A-3 USE: Shell J U RI SDI CTI ON : Carlsbad TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 7,320 SF ALLOWABLE FLOOR AREA: 18,000 SF STORIES: 1 6,000 SF X 3 (sprinklers) SPRINKLERS?: YES OCCUPANT LOAD: to be det. at TI REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 5/30 ESGlL CORPORATION: 6/3 DATE INITIAL PLAN REVIEW COMPLETED: June 11,2003 FOREWORD (PLEASE READ): HE I G HT: PLAN REVIEWER: Sergio Azuela This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, please note on this list (or a COPY) where each correction item has been addressed, Le., plan sheet number, specification section, etc. Be sure to enclose the marked UP list when you submit the revised plans. Carlsbad 03- 1520 June 11,2003 0 GENERAL 1. 2. 3. 4. 5. 6. 7. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationsheports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 0 PLANS Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. SITEPLAN Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. 0 EXITS Exit doors from Group A occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. Carlsbad 03- 1520 June 11,2003 8. 9. IO. 11. 12. 13. Alldoors awQa-ks, within the exit path from Group A, E, H-I, H-2, H-3, H-6, H-7 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter IO. Section 1003.3.1 .I. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledqe." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. a) Show it on plans for all doors type B. Regardless of occupant load, a floor or landing not more than 1 inch (112-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. 0 GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 24-A and Graph 24-1. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. c) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: ii) Exposed bottom edge is less than 18 inches above the floor, and: iii) Exposed top edge is greater than 36 inches above the floor, and: iv) One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. Carlsbad 03- 1520 June 11,2003 ROOFS 14. 15. 16. 17. 18. 19. 20. 21. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer’s name. b) Product namelnumber. c) ICBO approval number, or equal. 0 TITLE 24 DISABLED ACCESS Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. 0 FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer’s findings and shall comply with UBC Section 1804. Show distance from foundation to edge of cut or fill slopes (“distance-to- daylight”) and show slope and heights of cuts and fills. Chapter 18. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. STRUCTURAL Show or note fire blocks at the following locations per Section 708.2.1 : a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; i) Please show it on plans at all concealed spaces as the one shown at detail 12/A5.2. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Please revise the plans for the correct callout of structural details. Detail 16/S9 callout (this detail was not provided) shown at grid lines 41B of the Roof Framing Plan (sheet S6) may be 16/S8, instead of 16/S9. .. Carlsbad 03- 1520 June 11,2003 22. 23. 24. ADDITIONAL See the attached list for electrical corrections. Clearly show on plans if there is no underground plumbing, or provide the required plumbing plans. 0 CARLSBAD SPECIAL CODE REQUIREMENTS If special inspection is required, the designer shall complete the attached Special Inspection Notice. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes 0 No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1999NEC + PLAN REVIEWER: Morteza Beheshti 25. Submit completed panel schedule(s). I realize all homeruns are shown to be powered in the future. However, the code requires (at a very minimum) illumination in the main electrical room at this time. NEC 110-26(d) 26. Specify the dimensions of equipment rated 1200 amps or more. NEC 110-26(c). 27. Show the location of the panel (if added as a result of item #I above). NEC 110- 26,240-24,300-21. Carlsbad 03- 1520 June 11,2003 28. Rebar OR ground rods are not acceptable grounding electrodes for commercial applications in the City of Carlsbad. Please describe what the "UFER ground will be. (footage, conductor material and size, depth in footing.) This has been done on sheet E-I. However, single line note #24 on sheet E-2 confuses the issue. Please remove any notes regarding rebar(s) or ground rod(s) used as ground electrode(s). Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2001 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. e SITE PLAN REQUIREMENTS 0 Clearly identify the accessible routes of travel on the plans by lines of arrows, including the slope of the routes (-+ - += X%+ += - 1 e ACCESSIBLE PARKING 1. Show that the accessible parking spaces are located, per Section 1129B.1 as follows: a) On the shortest possible route to an accessible entrance, when servinq a particular building. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenqer side of the vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. Each space is to be a minimum of 18' in depth. 2. c) Carlsbad 03- 1520 June 11,2003 3. 4. At least one in every 8 accessible parking spaces shall be served by an access aisle 296'' in width and designated as VAN ACCESSIBLEl per Section 11296.4.2. The words "NO PARKING" shall be painted on the ground within each 8' loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 11298.4.2. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is 4$" per ft (2%), per Section 11298.4.3. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall 270 in.* in area. c) When in the path of travel, they shall be posted 280" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space 236" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 1129B.5. In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 5. 6. f ) 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be 217" x 22" with lettering not 4" in height. Per Section 1129B.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning II 0 CURB RAMPS Clearly show full compliance for all curb ramps included within the accessible routes of travel. Full compliance will be rechecked. e WALKS AND SIDEWALKS Clearly show full compliance for all walks and sidewalks included within the accessible routes of travel. Full compliance will be rechecked. Carlsbad 03- 1520 June 11,2003 0 PEDESTRIAN RAMPS Clearly show full compliance for all pedestrian ramps included within the accessible routes of travel. Full comdiance will be rechecked. 0 DOORS 8. 9. 10. 11. 12. 13. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1 133B.2.5.2: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered 230" but 44'' above floor. b) Show or note that the maximum effort to operate doors shall not exceed 8-'/2 pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. Show or note that the lower 10" of all doors comply with Section 1 133B.2.6, as follows: a) b) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. 0 SIGNAGE Per Section 1003.2.8.6.1, tactile exit signs shall be required at the following locations: a) Wherever basic UBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUT E ." Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." b) Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11 178.5. Provide a note on the plans stating that the signage requirements of Section 1 1 17B.5 will be satisfied. END OF DOCUMENT Carlsbad 63-1520 June 11,2003 I_ City of Carlsbad BUILDING DEPARTMENT NOTI q EOFREOUI Do Not Remove From Plans Plan Check No. 03- 1530 lob Address or Legal Description 1901 Cde Barcelona You are hereby notified that in addition to the inspection of conshction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of consumtion indicated on the reverse side of this sheet. The Registered Special hspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the buiIding permit. Special Inspectors having a current certification from the City of San Diego, Los Angsles, or ICE0 are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special. Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inepections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved, The final inspection approval will not be given until all Special Inspection repofis have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on cach of the items indicated on the reverse side of this sheet, - City of Carlsbad The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Right-of-way permit is required prior to construction of the following improvements: BUILDING PLANCHECK CHECKLIST Please see the attached report of deficiencies marked WMake necessary corrections to plans or specifications %r compliance with applicable codes and standards. Submit corrected plans andlor specifications,fo this office for review. By: By: By: DATE: PROJECT DESCRIPTION: -. 1 . .-,/ . ASSESSOR’S PARCEL NUMBER: b ‘OT ’ I FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: / By: Date: L \I AlTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet Carlsbad Tract: Sewer Fee Information Sheet A-4 H\wmq~~~@-)&rlsbad, CA 920097314 (760) 602-2720 FAX (760) 602e5M @ BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: I& / Right-of-way Width & Adjacent Streets riveway widths Existing or proposed sewer lateral xisting or proposed water service Existing or proposed irrigation service orth Arrow xisting & Proposed Structures isting Street Improvements Easements 0 0 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 6. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 0 3. Include on title sheet: a" A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industriaI buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rlv. 7n4m 1ST 2ND P BUILDING PLANCHECK 1 HECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineer,, ig Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 1 ST 0 0 0 O ZND 0 0 0 0 3Ro 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d., No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradinq Permit must be issued and rouah aradinq approval obtained Drior to issuance of a Buildinq Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD16X)(3S\CHKLSdklitq Plan&& Ck(p Fm (GENERIC 7-1coO).doc 4 Rev. 7I14K4 BUILDING PLANCHECK CHECKLIST IST 2ND 3RD no0 OD0 000 a/.” 0 UOD 7d .No Grading Permit required. 7e. If grading is not required, write “No Grading” on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: IO. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever fees are attached D No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received “standard” 1” service with 5/8” service. 5 R.V. 711W BUILDING PLANCHECK CHECKLIST 0 If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2 meter. 0 If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). [7 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2 service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line 0 Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a lOoh residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 0 0 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 7 Rev. 1114100 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET &- d/Dj 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal.. Address: e- Uldg. Permit No. Prepared by: Date: Checked by: Date: LJ %- square footages for all uses. Types of Use: Sq. Ft./Units: 73 -m EDU's: Types of Use: Sq. FtJUnits: EDU's: square footages for all uses. Types of Use: Sq. FtJUnits: 73m ADT's: U' - Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: d FEE/UNIT: X NO. UNITS: - CI 3. BRIDGLND THOROUGHFARE FEE (DIST. #I - DIST. #2 __ DIST. #3 - 1 - -$- ADT's/UNITS: X FEE/ADT: 0 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ 0 5. SEWERFEE EDU's: X FEE/EDU: =$ BENEFIT AREA: EDU's: X FEE/EDU: =$ 6. SEWER LATERAL ($2,500) =$ 7. DRAINAGE FEES PLDA HIGH /LO w ACRES: X FEE/AC: =$ 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION h 1 of2 Rev. 711 4/00 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE LOTS REQUESTED FOR RELEASE: &UC 6 N/A = NOT APPLICABLE 4 = COMPLETE 0 = INCOMPLETE OR UNACCEPTABLE 1. 2. 3. 4. 5. 6. 7. 0. 9. 10. Site access to requested lots adequate and logically grouped. Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted. 8 '/i X 11' site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. Engineer of Work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subswface conditions exist. Project conditions of approval checked for mffi Fire hydrants within 500 feet of building oombustibles and all weather roads access to site. &Partial release of grading for the above stated lots .is approved for the purpose of building pennit issuance. Issuance of building permits is still subject to an rmnd City requirements required pursuant to the building permit process. 0 Partial release of the site is denied for the following reasons: 8 -0 -- go" I I 31 v 3 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. p,B 0315W Address &dkL*b Planner Christer Westman . Phone (760) 602-461 4 Type of Project & Use: Net Project Density: hS/A DU/AC Zoning: & General Plan: (', Facilities Management ;one: $3 CFD (idout) ## Date of participation: Remaining net dev acres: APN: -as -0q czr Circle One (For non-residential development: Type of land used created by this permit: 1 Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES NO ,A TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: YES - NO 7A TYPE 56-P oo\o ?/qa Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES - No+ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination-Form now. Coastal Permit Determination Log #: Determine status (Coastal Permit Required or Exempt): ?/5/- Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required'' (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst @ 0 0 lnclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) - NO Data Entry Completed? YES - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: *a do 1. Provide a fully dimensional site plan drawn to scale. Show: North irrow, property fines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. / 0 0 2. Provide legal description of property and assessor’s parcel number. Zoning: / a 0 1. Setbacks: - Required Shown Front: Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown w/o 0 2. Accessory structuie setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 3. Lot Coverage: Required Shown an 4. Height: Required $5 Shown u u u 5. Parking: Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER AT€ 7*[(p*6,3 H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 031 520 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 06/10/2003 Reviewed by: Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 City, State: San Diego CA 92121 Job #: 031520 Plan Checker: Job Name: The Forum Bldg #: CB031520 Job Address: 1901 Calle Barcelona Ste. or Bldg. No. IX] Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 031520 FD File # P, 07 -. .- - ," -I llULlYl IY ... -. 08-15-' 03 12: 32 FROM- City of 7D&@ - &ylLa!M 6? CXRTIFICAZE OF COMPLuNq PAYMUW OP SCIXDOL Ep113S OR OTNERMXT IGAllQa This form must be cdmplebd by the Clty, the appllcant, and the appropriars school dislricfs and returned lo the City prfor to ksuhg a bullding penll. The Ci?y wll( not issue any bunding permit Without a compleled school fee . .I form. 6 .., I I# Project Name: Building Permit Plan Check Number: n3 /52 D, Project Address: -- D! !??LiFl kP.N,: &5 *-f)p& --04 L47 > .. Project Applicant (Owner Name): Project Description: (J/d@/gq ,#/ Building Type: C@&M u/,/A-L b Residential: NhK Square .I. +.. Feet of Living Area in . New -- Dwelling 1) .I Second Dwelfing Unit: Residential Addltions: CommerciaUlndustrial: Sp0't)re Feet Floor Area 6, 2 0 7 Square Feet of llvlng Area in SDU Net Square feet New Area City Certification of Applicant Information: Oate: gCWOOi, IIISTNCTS WIT" THb CITY OF CAWBAD CkLsbad Uaiticd Sokool Disdcl 6225 E1 Cnuh Real Carlsbrd CA-QOO) 101 South Raacho Santa Fe Rd 'Sa, M~~OOB Udhd Schoa! Dmici 215 Mae Wey San Marcos. CA 92069 (736-220) Sin Dieyim Union High School Disoict 7 10 Encinjtu Blvd. Bncininr, CA 92024 (753-6491) .-- --- - - .- Union Schuol'DEt~f''--*- Eacinitrs. CA 920a (9444300) - CQIIifrcaUon of AppiieentlOwnen. The person egecuting this declaration ('Ownef) aertifies under penalty d pedury that (1) lhe mf0mal)on provided above Is cbrrect and bue to hhho best of be Ownu's knowledge. ana that the Owner WI file an amwded cedflcdlion of Payment and pay the addifional fee il Qwner requests an increase In Ihe number. of dwettlng unlkoor square footage after the building pennlt is lasued or If ma tnRlal ddwmlnatron of unlb Of square footage ic found Lo be rncotmct. and mat (2) the owner 13 *he owneddeveloper 4 he eboue aescribed project(s). or fhar he person erecutlng this dedaratlon IS authorized la slgn on behalf of the Owner. sigrrsnuc: . DUG: m ?e35 Faraday Avenue Car,sbad. CA 9300R-7RlA s 17Mn Cn3-37nn - 08-15-' 03 12: 32 FROM- i ..-- .. . -- -- ...* - . . .. ... T-829 P02/04 U-332 J SCHOOL DISTRICT: The undersigned. being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfled the obligation for school facilitiek. This is to certify that the applicant listed on page t has paid all amounts or cxrrnpteted other applicable school mitigation determined by the School District. The City may issue buildlng permits for this project. OAT€ fHONE NUMBER I ! -. -. ," 111,. IbU.," 08-15-' 03 12: 32 FROM- " *I T-829 P03/04 U-332 I 11#! i!u. i )UUC 0330 r, UL City of CEBTLFICATE OF CON AMvIENT QF SCHOOL FRES OR 0 MITIGATIQN . ThlSfOnn must be ccmpletd by ths City, the applimnt, and the appropriale school disIrictS Bna returned to the Cif$ prior t0 issuing a building issue any buildlng . permit .. without B completed SChool fee ,, . form. LI. . Project Name: .C &U/LD)M 4 Building Permit Plan Check Number: I Project Pddress: / 9D! &LLL A. P. N.: &5 F -hi a -04 L30 Project Applicant (Owner Name): Project Description: Building Type: raL 1 Residentia t: . ... * . .. Square Feet of Ltving Area in New Dwelling Square Feet of Living Area in SDU Second Dwelling Unit; Residential Additions:: Net Sauare Feet New Alee Commerc[al/lndustrial: SFqre Feet Floor Area 6, 2 0 7 City Certification of Applicant Information: CITY OFCARLGB AD Carlsbad Unifisd Scbod District 6225 El Ciuniao Real Eachh Union School Dk8Acr 103 Soutb hcbo Sata Po Rd heinitas. CA 92024 (944-430) San Mamoo UdGd School Didct 215 Mia Way Carbbed CA 92009 031-SoOa) san Marcaa, CA92DW=73B-2rnQL-. DisaiRL 11 (P. 6 7 \ &@?% OJIf .. ' CertlflaaCon of ApplicantIOwners. The person acutlng his &%3b (Y~i~)'eii~ under penalty of perjury that (1) the In(bmdOn Prodded above i6 ooned end hue ?o Me best of the Ownat6 knowledge. and Oat me Owner will file an amendad cettlflcation of Payment an0 pay the adebional ke if Owner requesls. an, lncrase in the number. of dwelling) ynIp..qr square inrtlal aetennlnalion at unils or oquare hbge is found lo be inaomcc end ahove descrlbed prolecl(s], or qat tho SigIlawo: ' T-829 P04/04 U-332 08-15-' 03 12: 33 FROM- ) .. . ,... ..-. . -. nucut CUU-J IIIU UA'JJ I 11 vi I I W~IW~WW .. , .-,. . t .. I , . *. SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (lo be completed by the school dlstrlct(s)) PROJECT HAVE BEEN OR WILL BE SATISFIED. W~S~~~~~~++tt+++tt~4~t*~t~it+~+t+m++l.+e~.~rr~*.~r~.r~~~~~~*~~~~t~9~8+t~~t+t~~~tt~~~ THIS FORM INDICATES THATTHE SCHOOL DISTRICT REQUIREMENTS FOR THE SCHOOL OISYRICT: The undersigned, being duly authorized by the applicable School District, Certifies that the developew. builder, or owner has satisfied the obligatlon for school fadlties. This is to certify that the applicant listed on page 7 has paid a11 amounts or completed other applicable s.chool mitigation determlned by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DtSTRICT OFFICIAL .. , ., . . I _- TITLE Eric J. Hall Asst. Superintendent, Business NAME OF SCHOOL DISTRICT DATE PHONE NUMBER I,, . -San Dieguito Union High School District Rate $0.1 85 Fee Subtotal $1,148.67 SecuredlMisc. Fee $0.00 Total Fee $1,148.67 Received from Check # 205321 vcc Com. Split/-Demo Rate $0.1 85 Com. SplitlDemo Subtotal $0.00 L -Other Rate $0.000 Fee Subtotal $0.00 Com. Split/-Demo Rate $0.000 Corn. SpliffDemo Subtotal $0.00 Secured/Misc. Fee $0.00 Total Fee $0.00 Check # Applicants may protest their fees under Government Code 66020. Anyonefiling aprotest on the imposition of fees allowable under Goverment Code section 65995 Education Code Section 17620 must do so within ninety (90) days from payment of the fee. - ___ LEUCADIA WASTEWATER DISTRICT APPLICATION FOR SEWER SERVICE 4 ’ The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant’s property line) where the service lateral is connected to the applicant’s building sewer. The applicant is also responsible for the construction, at the applicant’s expense, of the building of sewer from the applicant’s plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPEECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LWD INSPECTOR AT THE SCENE AT THE TIME OF CONNECTION. IF, FOR ANY REASON, A CONNECTION IS IMPROPERLY MADE, IT SHALL BE THE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANT’S EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANT’S EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE. ANY COSTS INCURRED BY LWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAY BE RECORDED AS A LIEN AGAINST THE APPLICANT’S PROPERTY EQUAL IN PROlRlTY TO A TAX LIEN. OWNER’S NAME MAILING ADDRESS PHONE NUMBER 499-0570 1935 Calle Barcelona ( THE FORUM CARLBAD SERVICE ADDRESS TRACT NAMWNO. LOT # CONNECTION FEE: $ 88*898*50 ASSESSOR’S PARCEL NO. RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANT’S EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE Fourth Quarter Prop. 300 Village Green Circle Suite 200 0 PRORATED SEWER SERV. FEE $ 254-012-0400 The undersigned Qereby agrees that the above information given is correct and agrees to the conditions as stated. Date Redd by Account No. TWILIGHT INDOOR/OUTDOOR SEALED COhIBUSTION SEE-THRU GAS FIREPLACE Model Inches Model Product TJVILIGHT TWILIGHT-LP Indoor/Outdoor LP Unit Indoor / Outdoor Gas Fireplace Available with Intellifire Only (IPI) Glass BTU Height Front Width Back Width Depth Input Actual Framing Actual Framing Actual Framing Actual Framing Size 40 3/4 41 114 42 1/2 44 42 112 44 24 1/8 22 7/8 34 x 22 36,000 Suggested Retail $3,349 $3,349 7-ed. World’s Only Indoor/Outdoor 36,000 BTU Input/Hr. Ceramic Fiber Campfire Logs & Firebox High Thermal Eficiency “Inbisible” Vent G@US USTEO Physical Barrier Separates Inside and Outside See-Thru Fireplace 9 Outside Half Completely Insulated Around Combustion Chamber Ceramic Glass on Outside for Added Refractory Thermal Protection 9 Thermal Break for Cold Climate Installations Installed Junction Box for Remote Standard Fronts Included v s-4 *Must be Installed on an Exterior Wall fl I” I Fel~ruan; 2004 HEAT-N-GLO A-10 LVTT.MH25394 Miscellaneous Heating Appliances Miscellaneous Heating Appliances Guide lriformation HEAT-N-GLO, DIV OF HEARTH TECHNOLOGIES INC 20802 KENSINGTON BLVD LAKEVILLE, MN 55044 USA MH253 94 Direct vent decorative appliances, Model AT-ZC. Model AT-ZC is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood fuel. Installation: For installation into a masonry fireplace or Listed factory-built fireplace in accordance with the manufacturer's installation instructions. Refer to manufacturer's installation instructions for venting de t ai 1 s . Model GRAND-50-D; Model GRAND-50-D is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non- combustible flooring. For installation only with Heat-N-Glo Fireplace Products, Inc., venting system as indicated by manufacturer's installation instructions. Models BAY -3 SHV, L-Corner-TRC, PIER-3 8HV, Pier-TRC, PIER-TRC-CDN, R-Corner-TRC, ST- 38HV, ST-TRC, ST-TRC-CDN. These models are intended to fire natural gas or propane (LP) fuel. These models are not intended to use solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers) 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Heat-N-Glo Fireplaces Products Inc. venting system as indicated by the manufacturer's installation instructions. Models SL-32, -36, -36GDV, -55OTR-C, -550TR-CDN, -750TR-C, -750TRFL, -950TR-C . These models are intended to fire natural gas or propane (LP) fuel. These units are not intended to use solid wood fuel. Installation: For alcove-installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For use with Heat-N-Glo Venting parts as indicated by the appliance installation instructions. Models 6000ARCH, 6000SEB, 6000TRB, 7000TR, SOOOTRD, BE-41, HV-CDN. These models is intended to fire natural gas or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation: For alcove-installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For use with Heat-N-Glo Venting parts as indicated by the appliance installation instructions. Direct vented fireplace heater, Model Vienna I is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood filel. Installation: For alcove-installation at the following clearances to combustible construction, 6 in. at sides 55 in. to ceiling, 0 in. to floor and 4 in. to back. For installation only with direct-vent venting system as indicated in the manufacturer's installation instructions. Direct vented fireplace heaters, Models 6000XLSB, 6000XLTB, 6000XLT-CDN. Each model is intended for use with natural gas or propane (LP) fuel. These models are not intended for use with solid wood fuel. Installation: For alcove installation at the following clearances to combustible construction 0 mm at top (to spacers), 0 mm at sides and deck (to spacers), 0 mm bottom on combustible or non- combustible flooring. For installation only with Heat-N-Glo Fireplace Products Inc. venting system as indicated by the manufacturer's installation instructions. Models AT-Supreme, AT-Supreme-D are intended for use with natural gas or propane (LP) fuel. Installation: For installation into a masonry fireplace or Listed factory-built fireplace in accordance with the manufacturer's installation instructions. Refer to manufacturer's installation instructions for venting details. Model BAY-STOVE. The model BAY-STOVE is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood fuel. Installation: For alcove-installation at the following clearances to combustible construction, 4 in. at sides, 45 in. to ceiling, 1 in. to floor and 3 in. to back. For installation only with direct vent venting system as indicated in the manufacturer's installation instructions. Model BAYFYRE-TRS. The model BAYFYRE-TRS is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood fuel. Installation: For alcove-installation at the following clearances to combustible construction, 1/2 in. to sides, 5-1/4 in. to ceiling, 0 in. to floor and 1 in. to back. For installation only with direct-vent venting system as indicated in the manufacturer's installation instructions. Models SL 32S, -550TRS-C, -750TRS-C, -3000. These models are intended to fire natural gas or propane (LP) fuel. These units are not intended to use solid wood fuel. Installation: For alcove- installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For use with Heat-N-Glo Venting parts as indicated by the appliance installation instructions. Direct vented fireplace heater, Model Vienna 11. The model Vienna I1 is intended for use with natural gas or propane (LP) fuel. This model is not intended for use with solid wood fuel. Installation: For alcove-installation at the following clearances to combustible construction 9 in. at sides, 40 in. to ceiling, 0 in. to floor and 6 in. to back. For installation only with direct-vent venting system as indicated in the manufacturer's installation instructions. Vented decorative gas-fired appliances, Models CFX-36T, -36TSP . Models CFX-36T, -36TSP is intended to fire natural or propane (LP) fuel. These units are not intended to use solid wood fuel. Installation: For elcove-installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo Model H300 Fire Chimney parts or Heatilator Series 300 Fireplace Chimney parts. Models L-Corner-TVFL, Pier-TVFL, R-Corner-TVFL, ST-42TVFL. These models are intended to fire natural gas or propane (LP) fuel. These units are not intended to use soild wood fuel. Installation: For alcove-installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Type B Gas Vent Systems. Models 6000TV-OAK, 6000TVB, 7000TV, 8000TVD, SL36TV, -550TV-C, -750TV-C, -950TV-C . These models are intended to fire natural gas or propane (LP) fuel. These units are not intended to use solid wood fuel. Installation: For elcove-installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Type B Gas Vent Systems. Direct-vent fireplace heater, Models 7OOOXLS, -XLT. These models are intended to fire natural gas or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation: For alcove-installation at 0 mm at top (to spacers), 0 mm at sides and back (to spacers) and 0 mm to bottom on combustible or non-combustible flooring. For use with Heat-N-Glo Venting parts as indicated by the appliance ins tallation instructions. Direct-vent fireplace heaters, Models AT-GRAND, AT-GRAND-D, BAY-INS, CFX-ZC, CFX- GRAND-B, CFX-IN-B, FB-IN, FB-Grand, QVI-30FB are intended for use with natural gas or propane (LP) fuel. The unit is not intended for use with solid wood fuel. Installation: For installation into a masonry fireplace or Listed factory-built fireplace in accordance with the manufacturer's installation instructions. Refer to manufacturer's installation instructions for venting details. Direct-vent fireplace heater , Model SL-350TRS is intended to fire natural or propane (LP) fuel. This unit is not intended for use with solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Direct vent gas-fired fireplace , Model STIO (Twilight) is intended to fire natural or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation. For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. Outdoor gas-fired log set grille , Model PTO-DIYB is intended to fire natural or propane (LP) fuel. For installation only outdoors. Refer to manufacturers installation instructions for specific clearance to combustible construction and other related installation applications. Model PC-20 is intended to fire natural or propane (LP) hel. For installation only outdoors. Refer to manufacturers installation instructions for specific clearance to combustible construction and other related installation applications. Vented decorative gas logs, Models CFL- 18NG/LP, -24NG/LP, -3ONG/LP, ST-CFL-24NG/LP are intended to fire natural or propane (LP) fuel. Installation: For installation only in solid-fuel burning factory-built or masonry fireplaces as indicated by the manufacturers installation instructions. Refer to the manufacturer's installation instructions for specific fireplace size limitations. Direct-vent decorative appliance, Model CFX-DA. This model is intended to fire natural gas or propane (LP) fuel. This model is not intended to use solid wood fuel. Installation: For alcove installation at 0 mm at top (to spacers) 0 mm at sides and back (to spacers) and 0 mm to bottom on combustible or non-combustible flooring. For installation only with Heat-N-Glo Fireplace Products, Inc., venting system as indicated by the manufacturer's installation instruction. Model SL-35OTV. This model is intended to fire natural gas or propane fuel. This unit is not intended to use solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Type B Gas Vent Systems. Direct-vent fireplaces, Models SL-350DVT and SL-35ODVT-C. This model is intended to fire natural gas or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation: For alcove- installation at 0 in. at top (to spacers), 0 in. at side and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For use with Heat-N-Glo Venting parts as indicated by the appliance installation instructions. Vented decorative gas logs, Models MVT-18, -24, -30NG are intended for use with natural gas while the models MVT-18, -24, -3OLP are intended to fire propane (LP) fuel only. Installation: For installation only in solid-fuel burning factory-built or masonry fireplaces indicated by the manufacturer's installation instructions. Refer to the manufacturer's installation instructions for specific fireplace size limitations. Vented decorative gas-fired appliances, Model CFX-TV36B. Model CFX-TV36B is intended to fire natural or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation: For elcove- installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation on with listed Type B gas venting systems. Direct vent fireplace heater, Model CFX-Diamond is intended to fire natural or propane (LP) fuel. This unit is not intended for use with solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Direct vent fireplace heater, Model Everest. Model Everest is intended to fire natural or propane (LP) fuel. This unit is not intended to use solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Direct vent fireplace heater, Model BE-36 is intended to fire natural or propane (LP) fuel. This unit is not intended for use with solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Direct vent fireplace heaters , Models 6000TR-OAK, 6000TRl, 6000TRXI,6000CAMP are intended to fire natural or propane (LP) fuel. These units are not intended for use with solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Vented gas-fired fireplace, Model CFX-CRESENT. This model is intended to fire natural gas or propane (LP) fuel. This model is not intended to use solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers) 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non- combustible flooring. For installation only with Heat-N-Glo Fireplace Products, Inc., venting system as indicated by the manufacturer's installation instruction. This unit is intended to use the optional model Decorative arch bun warmer door. Manually lighted natural gas decorative gas appliance, Models GLO-18, GLO-24-B are intended to fire natural gas only. These appliances are only for installation into solid-fuel burning appliances or masonry fireplaces. Vented decorative gas-fired appliance, Model Gateway is intended to fire natural or propane (LP) fliel. This unit is not intended to use solid fuel. Refer to manufacturer's installation instructions for venting and clearance to combustible specifications. Direct vent fireplace heater , Model Passage is intended to fire natural or propane (LP) fuel. This unit is not intended for use solid wood fuel. Installation: For alcove installation at 0 in. at top (to spacers), 0 in. at sides and back (to spacers) and 0 in. to bottom on combustible or non-combustible flooring. For installation only with Listed Heat-N-Glo venting parts. Page Top Notice ~ of Disclaimer Questions? U1,Ljsted and Classified ___ UL Recogized - Products __ Certified Products Components for Canada This page and all contents are Copyright 0 2004 by Underwriters Laboratories Inc.0 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained on UL's Website subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 0 2004 Underwriters Laboratories Inc.8" TWILIGHT INDOOR/ OUTDOOR SEALED COICIBVSTION SEE-THRU GAS FIREPLACE Height Actual I Framing Model ~~~~~~~~~ ~~ ~ Ivlodel Product Suggested Retail TWILIGHT Indoor/Outdoor Gas Fireplace 83,349 'I3 \'ILIGHT-LP Indoor/Outdoor LP Unit $3,349 Available with Intellifire Only jIPIj ?-ea. 1,Vorlcl's Only Indoor/Outdoor 36,000 BTU Input/Hr. Ceramic Fiber Campfire Logs 8r F' ebox High Thermal Efficiency "Invisible" Vent ,@US LlSfEU Physical Barrier Separates Inside and Outside Outside Half Completely Insulated Around Ceramic Glass on Outside for Added Thermal Protection Thermal Break for Cold Climate Installations See-Thru Fireplace \ dW Combustion Chamber Refractory qi-@ ptd< Installed Junction Box for Remote Standard Fronts Included v "Must be Installed on an Exterior Wall fl Front Width Back Width Depth Actual] Framing Actual( Framing Actual1 Framing Size [I 0301 [lo34 ] m 3 1-77] GA LINE 8 ACCESS ~041 Inches f 40 314 41 114 42 1/2 44 42 112 44 24 1/8 22 718 34 x 22 36,000 '-ELECTRICAL [917.7] np"4] ACCESS I SPECIFICATIONS I Frbruar): 2004- HEAT-N-GLO A-10 TWILIGHT PB-36-4 PT-36-4 1 DF-36H IBlack Front without Mesh (Standard) (Interior Side Only) 1 2.001 Polished Brass Trim Kit (Interior Side Only, 4 Strips) 1 .oo 59 1 .oo 70 Pewter Trim Strips, 4 Strips (complete set for 1 side) Heavy Clean Arch Decorative Front (Interior Side Only) 2.00 25C Mesh Front (Net Pricing) - Inside Only SMART-STAT-HNG Remote Control Digital Thermostat with Timer 0.20 199 I RC-SMART-HNG IRemote Control Temperature Read- Hand 1 0.201 1651 IWSK-21 IWall Switch Kit - Off White I 0.201 181 IWSK-21-W IWall Switch Kit -White I 0.201 20 I 1593-594A [Battery Back-up Kit - Will Run the Twilight in Power Outage I 0.201 111 I CABI N-KIT** /Relay Switch Kit for lntellifire Ignition System 1 0.501 30 I * This item reflects net pricing only. We encourage dealers to pass this item along at cost. ** Will only work on IPI units. See 'Surrounds' tab: For Mantel, cut 'B" 2" or custom. Use Stone Set 2,3, or 6. No Venting Components Required (Unit Must be Installed on an Exterior Wall) Outside of Unit Must be Flush with Outside of Exterior Wall HEAT-N-GLO A-10 03-1 1-2004- FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ~ Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: KOHN STEVE 858 552-8424 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR04011 1901 CALLE BARCELONA CBAD PCR Status: ISSUED Lot #: 0 Applied: 01/21/2004 $0.00 Construction Type: NEW Entered By: MDP CB03-1520 Plan Approved: 03/11/2004 Issued: 0311 112004 THE FORUM BLDG 6 DOORS, STRAPS, HANGERS,BUCKETS Inspect Area: Owner: Plan Check Revision Fee Additional Fees $240.00 $0.00 Total Fees: $240.00 Total Payments To Date: $0.00 Balance Due: $240.00 PERMIT APPLICATION EST VAL __ Plan Ck. Deposit CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Total 4 of units # of Bathrooms Existicg Use Assessor's Parcel # .- I I ter, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9. commending with Section 7000 of Division 3 of the Business and Professions Code] or that he IS exempt therefrom, and the basis for the alleged exemption Name Address city State/Zip Telephone # State License # Designer Name Address city Statelzip Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001) License Class City Business License # Telephone 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ~$100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. I have and will maintain a certificate of consent to self-insure for workers' compensatlon as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as requlred by Section 3700 of the Labor Code, for the performance of the work for which this permit IS o owing reason 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale ISec. 7044, Business and Professions Code. The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not bulld or improve for the purpose of sale1 0 I, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s1 licensed pursuant to the Contractor's License Law) 0 1. 2. 3. I am exempt under Section I personally plan to provide the malor labor and materials for construction of the proposed property mprovement a YES UNO I (have I have not) signed an application for a building permit for the proposed work. i nave contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason' 4. number I contractors license number): 5. of work): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quallty management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 0 YES 0 NO YES NO I hereby affirm that there is a construction lending agency for the performance of the work for whlch this permit is issued (Sec 3097(11 Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans IS accurate. I agree to comply with ail City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days fronthe date of such permit or if the buildinq or work authorized bv such Derrnit is susoended or abandoned at any time aft( 'he work is cornm APPLICANT'S ]NATURE ,' Section 106 4 4 Uniform Building Code) / DATE 01/21 /ad WHITE: File YELLOW: Applicant PINK: Finance 'f Carlsbad 03- 1520 PCRO4- 1 1 February 17,2004 EsGil Corporation In %rtnenhip with Government for auiliiing safety DATE: February 17,2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1520 PCR04-11- a FILE SET: I1 (REV3) PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Bldg. 6 - proposed plan changes 0 Ixl O 0 0 17 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Teleehone #: -- - __ REMARKS: Revise the plansjo show the shear walls type 17, instead of 13 on line A of .. , -1 (" --__ ________ By: Sergio Azuela Enclosures: Esgil Corporation GA [7 MB 0 EJ 0 PC 2/5 tmsrntl.dot Carlsbad 03- 1520 pCR04- 1 1 February 17,2004 VALUATION AND PLAN CHECK FEE JU Rl SD I CTION: Carlsbad PLAN CHECK NO.: 03-1520 PCRO4-11 PREPARED BY: Sergio Azuela DATE: February 17,2004 BUILDING ADDRESS: 1901 Calle Barcelona The Forum/Bldg. 6/PCR BUILDING OCCUPANCY: A-3 TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance 1994 UBC Building Permit Fee I V 1994 UBC Plan Check Fee 4 Type of Review: 0 Complete Review Structural Only 0 Repetitive Fee 71 Repeats 0 Other Hourly -1 Hours* Esgil Plan Review Fee $240.00 I * Based on hourly rate Comments: Plan Check Fees to follow. Sheet 1 of 1 macvalue.doc EsGil Corporation In Partnership with Government for Quifding safety DATE: January 30,2004 0 T 0 JU Rl SD I CTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 03-1520 PCR04-11 SET: I (REV3) 0 FILE PROJECT ADDRESS: 1901 Calk Barcelona PROJECT NAME: The Forum at Carlsbad Shop Bldg. 6 - proposed plan changes 0 0 0 w 0 w 0 w The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Nadel Architects, lnc. Attn: Steven Kohn 5465 Morehouse Dr., Suite 165, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted: 2 /2/09 (by:&p) REMARKS: Telephone #: (858) 552-8424 Fax #: (858) 552-8429 Mail --Telephone Fax/ In Person By: Sergio Azuela Enclosures: Esgil Corporation GA MB Iz] EJ PC 1 I23 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 03- 1520 PCR04- 1 1 January 30,2004 GENERAL PLAN CORRECTION LIST JURI SDl CTI ON: Carlsbad PROJECT ADDRESS: 1901 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/23 January 30,2004 REVIEWED BY: Sereio Azuela PLAN CHECK NO.: 03-1520 PCRO4-11 DATE REVIEW COMPLETED: FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No Carlsbad 03-1520 PCRO4-11 January 30,2004 1. Provide a complete list of the proposed plan changes, including: a) A brief description of the proposed pian change (general descriptions will not be adequate. The description shall include the specific location of the proposed plan change within the project). b) The sheet or sheets of plans that are change because of the proposed plan change. This shall be done for each proposed plan change. c) The identification symbol and number use to identify the proposed plan change on the plans. 2. Provide a copy of the approved set of plans and a copy of the approved set of structural design ca Icu la tions. 3. If the proposed change is for a structural member, please indicate the page of the original structural design calculations including the design of the member to be change. 4. Additional corrections may follow. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 03- 1520 PCRO4- 1 1 January 305 2004 VALUATION AND PLAN CHECK FEE JURIS DlCTl ON: Carlsbad PLAN CHECK NO.: 03-1520 PCR04-11 PREPARED BY: Sergio Azuela DATE: January 30,2004 BUILDING ADDRESS: 1901 Calle Barcelona The Forum/Bldg. 6/PCR04- 1 1 BUILDING OCCUPANCY: A-3 TYPE OF CONSTRUCTION: V-N I #NIA Jurisdiction Code 1994 UK Building Permit Fee I - 1 V 1994 UK Plan Check Fee -1 Type of Review: Complete Review 0 Structural Only 0 Repetitive Fee [;;-m Repeats 0 Other I #N/AI I #N/AI Hourly I I Hour * Esgil Plan Review Fee I #NIA( Comments: Plan Check Fees to follow. Sheet 1 of 1 macvalue.doc 1635' Faraday Av Carlsbad CA 92008 Phone (760) 602-271 8 Fax (760) 602-8558 Ourgent OForReview OPleasecOmment OPkaseReply OPleaseRgcyth 02/06/2004 17:07 18585528429 Architects Inc NADEL SD Facsimile Transmission Date: February 6,2004 Regarding: The Forum at Catlsbad Nadel Project Number: 01 188 PAGE 81 TO: City of Carlsbad Bulldlng Department FAX NO,; (760) 602-8558 A7TENTlON: Raenette Abbey NUMBER OF PAGES: 2 (Including this page) WE ARE SENDING YOU: concrete mixes for Bldg. 6 (1 901 Calle Barcelona) re PCRO4011 THESE ARE; 0 for your approval 0 per your request 0 for your files [7 for review and comment a for use on job signature HI Raenettel The following is the stamped concrete mixes that Sergio Azuela of EsGil said that Rem arks: he was missing. Please forward this to him! Thank you for your help! - -I - -- ------'--___--\.- i If enclosures listed above are not received, notify at once. Very truly yours. Nadel Architects fnc. . ._ ... ... , .. '""_",-- 6 IT \ I .... ... . . .~ . . . -. _._- - 12-30-2003 You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any , feeslexactions of which YOU have Dreviouslv been (liven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherwise expired. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03274 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 12/12/2003 Valuation: $0.00 Construction Type: NEW Entered By: KMT Reference #: Plan Approved: 12/30/2003 Issued: 12/30/2003 Project Title: FORUM BLDG #&CHNG 3 FRAMED Inspect Area: 1901 CALLE BARCELONA CBAD St: TP OPNGS TO MATCH ARCHTC ON NORTH WALL Applicant: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LITTLE ROCK, AR 72203-2558 501-376-0017 Owner: Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 FINAL APPROVAL I InsDector: Date: Clearance: PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL.. Plan Ck. Deposit Validated By Date l.2/ia-/03 Telephone # Fax # (See. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any viol tion of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$50011. 31 / P e ,e ,o Name Address City Statelzip Telephone # State License # 5 7;~@57 Designer Name Address City Statelzip Telephone City Business License # License Class State License # Workers' Compensation Declaration: I hereby affirm under penalty of perpry one of the following declarations 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. :s I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is __ SIGNATURE DATE 7. = *OWNER.EUILDER DEC~ARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). a I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES I (have I have not) signed an application for a building permit for the proposed work I nave contractad with the following person (firm1 to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: ON0 4. number I contractors license number): 5. of work). PROPERTY OWNER SIGNATURE DATE I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hiredl the following persons to provide the work indicated (include name I address I phone number /type Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OK IS MEETING THE YES NO 0 YES 0 NO NCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit IS issued (Sec 3097(il Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is n of such permit or if the building or work authorized by such permit is suspended or abandoned at any time aft(, lhe work is c 106.4.4 Uniform Building Code). APPLICANT'S .:NATURE DATE /z/lL/e, 3 WHITE: File YELLOW: Applicant PINK: Finance EsGil CorDoration In Partnership with Fovemment for Building safety DATE: December 18,2003 JU RED ICTION: Carlsbad 0 FILE PLAN CHECK NO.: 03-1520 REV (PCR03274) SET: I PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad; Bldg. 6; Structural Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. u The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant’s copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Sergio Azuela Esgil Corporation GA MB EJ PC Enclosures: City-approved plans 1211 2/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 03-1520 REV (PCRO3274) December 18, 2003 PALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1520 REV (PCRO3274) PREPARED BY: Sergio Azuela DATE: December 18, 2003 BUILDING ADDRESS: 1901 Calle Barcelona BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: Jurisdiction Code Bldg. Permit Fee by Ordinance ~___ 1 7 Plan Check Fee by Ordinance 1 7 1 Type of Review: 0 Complete Review 0 Structural Only , TRqetitive~ee Repeats 0 Other Hourly Hour* Esgil Plan Review Fee I $1 20.001 I $96.001 Based on hourly rate Comments: Sheet1 of 1 rnacvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 0% 37 DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL AODBTION MINOR PLAZA eAlllllN0 REAL 4 < $IO,ooo.Oo, CARLSBAD COMPANY STORES COMPLETE OFFEE BUlLDlNG OTHER 4 ENGINEER DATE Carlsbad Fire Department 03274 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 12/22/2003 Reviewed by: Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job#: 03274 Job Name: The Forum Bldg. 6 Bldg #: PCR03274 Job Address: 1901 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. I Review 1 st 2nd 3 rd Other Agency ID FD Job# 03274 FD File # / MESH ENGINEERING INC. STRUCTURAL CONSULTING 2180 GARNET AVE., SUITE 2E SAN DIEGO, CALIFORNIA 921 09 [PJ 858 273 6701, [F] 858 273 6758 email: mikern~rl@aal.corn I . ., . . .. . . / 01 -30-2004 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: TOM GROENENDAL City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR04002 1901 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 0 1 /08/2004 $0.00 Construction Type: NEW Entered By: MEL CB031520 Plan Approved: 01/3012004 Issued: 01/30/2004 THE FORUM Inspect Area: TRUSS SUBMITLE BUILDING 6 AT THE FORUM Owner: Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 FINAL APPROVAL Insoector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feeslexactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. YmL F CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 n EST. VAL. Plan Ck. Deposit Validated By I Date /-/fl@q?4 Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use CELL - Name Address City Statelzip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he IS licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$IO01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secura workers' compensatlon coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100.000L in addition to the cost of compensatlon, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractorls) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is mam I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type PROPERTY OWNER SIGNATURE DATE R"NoNmLYmmt*UrllS)I Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106.4.4 Uniform Building Code). APPLICAF "S SIGNATURE DATE WHITE: File YELLOW Applicant PINK: Finance ._I . . .. " ... EsGil Corporation In partnership with Government for Building safety DATE: January 28,2004 JURIS DICTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 03-1520 PCR04002 SET: I1 0 FILE PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Building 6 - Roof Trusses The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. c] The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation 0 GA MB 0 EJ PC 1 I22 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 EsGil Corporation In partnership witfi Government for BuiLding safety DATE: January 21,2004 J U R1 SDl CTl ON: Carlsbad 0 APPLICANT om u 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 03-1520 PCR04002 SET: I (REV) PROJECT ADDRESS: 1901 Calle Barcelona PROJECT NAME: The Forum at Carlsbad Shop Building 6 - Roof Trusses 0 0 0 w El 0 [XJ txl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Tom Groenendal Tel: (619) 890-8463 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Tom Groenendal Date contacted: (by: 1 Fax #: (760) 942-7592 REMARKS: Telephone #: (61 9) 890-8463 Mail Telephone Fax In Person By: Sergio Azuela Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1/12 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 03-1520 PCR04002 January 21,2004 GENERAL PLAN CORRECTION LIST H 1 PROJECT ADDRESS: 1901 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/12 I DATE REVIEW COMPLETED: January 21,2004 11 REVIEWED BY: Serclio Azuela n FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No Carlsbad 03-1520 PCRO4002 January 21,2004 I. 2. 3. 4. 5. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationsheports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 92123, (858) 560-1468. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is com plete . Clearly identify on the calculations the following trusses: a) Trusses spanding 8’, 9’, 4’ and 13’, adjacent to the roof drains. b) Trusses spanding 20’ @ 16” o/c, adjacent to line C. Clearly identify on the plans the following trusses: a) Trusses spanding 20’ with two concentrated loads and spaced @ 12” o/c. b) Trusses spanding 6’-4 W. Clearly show where? on the design calculations, is included the load for equipment. Provide a complete set of plans fully approved by the engineer of record (without any corrections still pending. Please note that the set provided has 3 unresolved corrections). The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 03- 1520 PCR04002 January 21,2004 VALUATION AND PLAN CHECK FEE JURIS Dl CTl ON : Carlsbad PLAN CHECK NO.: 03-1520 PCR04002 PREPARED BY: Sergio Azuela BUILDING ADDRESS: 1901 Calle Barcelona The Forum/Building 6/Roof Trusses DATE: January 21,2004 BUILDING OCCUPANCY: A-3 TYPE OF CONSTRUCTION: V-N Air Conditioning Fire Sprinklers I TOTALVALUE I I I Jurisdiction Code Icb By Ordinance 1994 UBC Buildinq Permit Fee I 1994 UEK Plan Check Fee 7 $240.00 I Type of Review: 0 Repetitive Fee Repeats I 0 Complete Review c] Other Structural Only Hourly I 21 Hours* Esgil Plan Review Fee ’ Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc MESRI ENGINEERING STRUCTURAL CONSULTING 2180 GARNET AVE, SUITE 2E SAN DIEGO, CALIFORNIA 92109 [PI 619 273 8701, [F] 619 273 6758 TRUSS SHOP DRAWING REVIEW COMMENTS PROJECT: ep~grqa SLOG * c Th!s rcview does nct ~slisv,le t!x contrator of responsibility for full compliance wkh the cariditions imposed by con:ract documents. I Contractor shall be responsible for correctness of all dlmen- sbns affecting his work. 3 December 4,2003 The Forum at Carlsbad 1901 Cdle Barcelona Drive Carlsbad, CA 92008 Re: The Forum at Carlsbad -Bldg 6 Dear Sirs: In accordance with your request, please find attached specialty joist calculations for the above referenced project. Based on the information provided, the product specified in the attached calculations meets or exceeds code accepted design values for the application, span and loads listed. It should be noted that project construction documents were not reviewed by TNS Joist (TJ) Engineering and the application, span and loads listed on the attached calculatians were provided by others. The Professional Engineer's seal on this letter solely indicates that the allowable product value's shown are in accordance with current TJ materials and code accepted design values. Thank you for your interest in our products. Please contact us at (949) 616-1600 ifwe may be of fhrther assistance. Sincerely, Mark Lowe Product Engineer Attachments: (3) TJBeamTM Calculation(s) for Types RJl (14" TJI@/K,65) .I. . oist -. '3 h J E fir Is i, L.., ._ . .-. ~ a+ -*-I.>.-** -- .I 27042 Tom Cenira Oiivs. Suiis 200 A Foothill Runrh. California 92610 A Phone 949 616 I600 * Fox 949.61 6 I616 'n.ld,r U I L THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED usu 3 va~oa33~01 PM page 1 Engma V~pon f 10 3 Member Slope: In2 Rmf SlopeOflt I E -- All dimemims are horizontal Prodrid Diagram is Conceptual. LOADS: Anatysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivdDeadlUpIiiotaI Depth 1 Stud wall 5.50" Hanger 536 I402 I 0 I 938 1 3.00" 1-50" TopMounlHanger None 2 Glularn or solid sawn lumber beam 4.38" Hanger 531 I398 IO I929 1 14.00" NIA TopMountHanger None HANGERS: SimDson Stronq-Tid Connectors Support Model Slope Skew Reverse Top Flange .Top Flange Support Wood 1 Top Mount Hanger MI1314 0112 0 NfA No ' 0 Douglas Fir 2 . Top Mount Hanger UT314 OM2 0 MA NO 0 Douglas Fir Flanges Offset Slope species -Nailing for SuppotT 1 : Face: Z-lOd, Top 4-1Od , Member: 2410 -Nailing for Support2: Face: 2-N10 , Top 4-NI0, Member: 2-NlO DESIGN CONTROLS: Shear (I&) 895 -895 2656 Passed(%%) Vertical Reaction (Ibs) 895 895 2356 Passed(%%) Moment (Ft-Lbs) 429 1 4291 10037 Pasted(43%) Live Load Defl (in) 0.276 0.639 Passed (v835) Total Load Defl (in) -0.482 0.959 Passed (U477) - Maximum Design Control contra1 -Defleciion Criteria: MINIMUM(LL:U~~O.TL:U~~~).. Location Rt. end Span 1 under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span I under Roof loading MID Span 1 under Roof loading -Braang(Lu): All cornpmslon edges (top and bottom) must be braced at 5' dc unless detailed otherwise. Proper attachment and pitloning of lateral bracing is required to achieve member stabllity. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output horn sm7ware developed by Tnrs Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted deslgn values. The spec& product appllcation, input design loads and stated dmensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom pmdud listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum Q Carlsbad - Bklg 6 1901 Calk Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder Tnrs Joist Engineering 27042 Towne Centre Drive, Suite 2W Foothill Ranch, CA 92610 Phone : 949 616 1600 Copyright 0 2003 by Tzus Joist, a leyerhacuser Businsss 1.71'9 and 1J-Bed ere reglst.red crad-rka of TNI Joist. --I Joist-, Fro- and TJ-Pro- arm trademarks of TNS Joirc. Simpson Strong-Tiem Connactorb ia I) registered trademark of Sippsoi Strong-rie Company, In=. D:\Building Dapartmanr\BuildFng Department Calc:r\roorm at Cacllibad\Rn (Typ) . SPJ RJ1 CTYP) case 1 QT-ze- T+eosm(rMkl) e.,* sarrpl NmTIw Usex3 1~4aDlJPU 14" TJIWL65 @ 32" olc MIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -1 EwVsmn 110.3 Member Srope: 0112 Roof SlopeoHZ b m AR dimenalons are horizontal. Product Wagram is ConcepluaL LOADS: Analysis k for 8 Joist Member. Primary Load Group - Roof @sf): 20.0 Live at 125 % duration, 15.0 Dead Vettical Loads: Typo Clau Live Dead Locrtkn AppaCation Comment Point(k6) Roof(1.25) lo8 245 96" Mansard Roof Load ) SUPPORTS: Other 1 StudwaH 5.50" Hanger 593 I531 IO I1 124 1 3.00" 1.50" TopMount Hanger None 2 Glularn or &id sam lumber beam 4.38" Hanger 582 I 514 IO I 1095 I 14.W NIA TopMOUntHangW Nom HANGERS: Sirnoson StrWKl -lie@ connectwo support Model Elope Skew hverss TopFlange TopWnge SuppofiWaod 1 TopMountHanger Mll314 0112 0 N/A No 0 Douglas Fir ' 2 TopMuntHanger 1'17314 0112 0 WA No 0 Douglas Fir FmW onht Skpa Speck . -Nailing for Support 1: Flca: 2-1Od. Top 4-1Od. Membec 2410 -NailingfwSupport2 Face:2-N10,Top6NlO.Member:2-N10 DESIGN CONTROLS: Yuknum Win Coniml caclbol Location Shear (Ibs) 1081 1081 2656 Passed (41%) U end Span 1 under Roof loadhg Ve&'cal Reaction (bs) ?OB1 1081 2356 Pasred (46%) Bearing 1 under Roof loading Moment (Ft-LbS) 5963 5963 10037 Passed (59%) MID Span 1 under ROO( lading Live Load Defl (in) 0.323 0.639 Passed (Ln12) MID Span 1 under Roof Mng Total Load Defl (in) 0.637 0.959 Passed (U361) MID Span 1 under Roof loading -Deffectkn Criteria: MINIMUM(kV360,TL:V240). Bradng(Lu): All cornpsion edges (tup and bottom) must be braced at 4' 3" dc unless detailed othemke. Pmper attadrment and positioning of lateral bracing is required to achieve member stabai. PROJECT INFORMATYON: The Forum Q Carlsbad - Bldg 6 1901 Calk Barcelona Carkbad, CA 92008 OPERATOR INFORMATION: Trus Joist 300 Carhbad village Drsve, Suite 21 8 Carlsbad, CA 92008 Phone : 76&72&2903 Fax :760434-3373 Capyright R 2003 by TNS Joisr. a Ucyerhaauser Business TJI@ and TJ-EIed are registered trademarks of TNS Joist. e-I Joist-.Pro- and TJ-Pro- are tradoszklr of Tzus joist. siwsan Strow-?le Connectors 1s L ragl2cCred trademark of Simpson Strong-Tie company, Ins. RJ? CTYP) Case 2 Tm)6 10 sarpl k%%Zl= 14" TJIWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN %3T-!* Ua 3 lZ1WUl3421-17 PY Pqel Erlp"sveMl1103 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: Olf2 Roof SIWI2 s.1 MI dimanrims are horizo&. Prodm Riagram is C-. LOADS: Analysis is for a Joist Member. primary Load Group - Root@sf): 20.0 Live at 125 %duration, 15.0 Dead Vertical Loads: Type CIm Live Dead Loutson Applkstion Commhnt Poim(bs) RoOy1.25) 141 322 13' . MasardRoofLoad SUPPORfs: W Input Mng Ve~R.Bctionr(lbs) Ply Depth NalYng Dsbll Other 1 Shldwall 5.50" Hanger 585/513/011098 1 3.00" 1.50" TopMountHanger None 2 Glulam or salid saw lumber bean 4.38" Hanger 623 I609 IO I 7232 1 ?4.W NIA TopMountHanger None width Length Livelbeadlll plHt/T*l apth HANGERS: Sfmwon Stmna-reD Connectors support Model Slope Skew Reverrr TopFlvlgo TopFhrp SupportWood -wP - skpc Sp.Cir0 1 TopMountHanger MIT314 0/12 0 WA No 0 Dougbs Fii 2 TopMountHanger m314 OllZ 0 N/A No 0 Douglas Fir -Nailing for Support 1: Face: 2-lWI Top 41 Od , Member: 2410 -Nailing for Support 2: Faox 2-N10 , Top 4410, Member: Z-NIO DESIGN CONTROLS: Maximum (kdgn Canbol Conm Location Shear (Ibs) -1198 -1 198 2656 Passed (45%) Rt end Span 1 under Roof loading Vertical Reaction (Ibs) ilSe ilSg 2356 Passed (51%) Bearing 2 under Roof bading Moment (Ftlbs) 5964 5964 10037 Passed (59%) MID Span 1 under Roof kadimg Live Load hfl (in) 0.329 0.639 Passed (U700) MID Span f under Roof loading Total Loed Defl (in) 0.657 0.959 Passed (v350) MID Span 1 under Roof loading -Deffedion Criteria: MINlMUM(U:L/%O,R:U240). -Braang(Lu): An compression edges (top and bottom) must &e braced at 4' 3" dc unless detailed otfierwise. Proper atfadrment and pWitiOni% of lateral bracing is required to achieve member atabdity. PROJECT 1NFORMATlON: The Forum Q Carkbad - Wg 6 1901 Calk Badma Carlsbad. CA 92008 OPERATOR INFORMATION: TNS Joist 300 Carlsbad Village Drlve, Suite 218 Carlsbad.CA 92006 Phone : 760-720-2903 Fax :760-4363373 Copyright 0 2003 by TNS Joist. a Peyarhaeuser Business TJIa and TJ-Be- are reqlotered tr-rks of Tm JooIst. e-t Joiat-,Pro- and TJ-Pro' are trademarh of Trus Jo1se. Shpson Stronq-Tie Commctors is a rwlseered :ridemark of Sllpson Strong-Ti* Cmspny, Inc. RJ1 (TYP) case 3 umr3 1~4242W 14" TJ1WI-65 @ 32" olc MIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Pagel EmJneVemkm: 1.10.3 Member Slope: On2 Roof SlopeoH2 I 1 & 20' 4 AU dimensions are horizontal. Product Diagram is Cowptusl LOADS: Analysis is for a Joist Member. Primary Load Gmup - Rod @sf): 20.0 Live at 125 % duration, 15.0 Deed Vertical Loads: Typ. Chsr Liw Dead Locatim Appliuaion Conmnt Point(lb0) Raof(l.25) 141 322 11' Mansard Roof Load Wer 1 Glulam or did sawn lumber beam 8.75" Hanger 607 / 554 I 0 / 1162 1 3.00" WA TopMountHanger None 2 Glutamorsdidsarmlumberbeem 4.38" Hanger 600/568/0/1168 I 14.W WA TopMauntHanger None bP~ 4. SUPPORTS: Input 6earing Y.rticllReadom(Ibr) Ply Depth Wing DehH width Length Liudmdu m-1 HANGERS: Sfmm sbpno- Ti Connectors support Model Slops Skew Reverse TopFfnge TopFhnge SuppartWood 1 TopMountHanger ill314 0112 0 WA No 0 oooshs Fir '. 2 TopMountHanger In314 WlZ 0 NIA No 0 Doughs FN Fhngas omet skps Spcch -Nailing for Support I: Faca: 2410, Top4N10, Member: 2-NIO DESIGN CONTROLS: -NaYing rWsuppOtl2: Face: 2410, TOP 440, knb~ Z-NlO Yudmum Desgn Canbpl COW localion Shear (bs) -1134 -1 134 2656 Passed (43%) Rt end Span 1 under Roof loading VerGCal Reaction (aa) 1134 1134 2356 Passed (48%) Bearing 2 under Roof loading Moment (Ftlbs) 631 1 6311 10037 Passed (63%) MID Span 1 under Rod badii LiVeb3adDan(iIl) 0.320 0.630 Passed (U708) MID Span 1 under Roof loading Total LMd M (in) 0.651 0.945 Passed me) MID Span 1 under Roof loading -Defledion Criteria: MINIMUM(LLU360,TL:V240). Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 1" dc unb detailed othemise. Proper attachment and positioning of iabsral brecing is required tu achieve member stability. PROJECT INFORMATION: The Faum @ Carisbad - Bldg 6 1901 Calk Baroebna carishad, CA 92008 OPERATOR INFORMATION: Tms Joist 300 carlsbad Vilags Drive, suite 218 carisbad. CA 92008 Phone : 760-7ZB2903 Fax : 76w34-3373 Copyright a 2003 by Tms Joist, a Wtyerhaeussr Busineas TJIQ and TJ-Bad a?=e registered trad-ks of Tzu ai&. e1 Jout-.Pe and TJ-PrcP arm trademark of TNI Jolst. SipPson Strong-TieZJ Camectom is a reqlstrrcd trad-rk of Simpson Stroneria Campany, Ins. Double Joist 14" TJIWL65,2 plies @ 12" olc ~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Uwr 3 72N2M3 3 24 40 PM page 1 Enqlneverwn 1 10 3 Member Slope: ON2 RoafslopcOflZ . 1 1 L 2c & RU dimensions ace horizontal. Product Diagram is Conc@ud. - LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Uve Dead Location Application Comment Head Out P/L Head Out PIL Ofher 1 3.00" 1.50" Top Mount Hanger None 1 Studwall 5.50' Hanger 439 I335 IO I775 2 Glularn or solld sawn lumber beam 4.38" Hanger 851 I 655 I 0 I 1505 1 14.0d" NIA TopMountHanger None Depth :d Type Point(ibs) RoOf(1.25) 445 345 13' Point(lbs) Roof(l.25) 445 345 16' SUPPORTS: Input baring VerbicalReactions(Ibs) Ply Depth Nailing Detail Width Length UvelDeadlUplWTotal HANGERS: Simpson Strons-Tie@ Connectors support Model Slope Skew Reverse lop Flange Top Fhnge Support Wood Flanges Offset Slope species . 1 Top Mount Hanger MIT314-2 0112 0 NIA No 0 Douglas Fir 2 Top Mount Hanger MlT314-2 0112 0 NtA No 0 Douglas Fir -Nailing for Support 1: Face: 2-10d , Top 4-lod , Member: 2-N10 -Nailing for Support 2: Face: 2410. Top 4-Nl0, Member: 2410 DESIGN CONTROLS: Maximum Design Control Control Locatfon Shear (Ibs) -1493 -1493 5313 Passed (28%) Rt end Span 1 under Roof loading Vertical Reaction (I&) $493 1493 4713 Passed (32%) Bearing 2 under Roof loading MOMnt (Ft-Lbs) 6762 6762 20075 Passed (34%) MID Span 1 under Roof loading Live Load Defl (in) 0.189 0.639 Passed (U999+) MID Span 1 under Roof loadlng Total Load Defl (in) 0.334 0.959 Passed (U690) MID Span 1 under Roof loading . -Deflection Criteria: MININIUM(LL:U360,TL:L/240). -Bradng(lu): All Compression edges (top and bottom) must be bfaced at S i" olc unless detailed otheme. Proper attachment and positioning of lateral bracing Is required to achieve memberstabilrty. PROJECT INFORMATION: The Forum @ Carlsbad - Bldg 6 1901 Calle Barcelona Carlsbad. CA 92008 OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone : 949 616 1600 Copyright 0 2003 by Tru Joist, a Wayarhmrurar Buainmss TJIO and TJ-Beae are ragiscered trad-rks of rrus Jolic. e-I Joait-,Pro' and TJ-Pro- are trmdmarka of TNS Joist. Simpson Strong-Tim Conn-ctors is a registere4 trad-rk of s+.m strong-TFa campany, Ine. D:\Bulldin9 Depnrrment\Buildlnq Drplrtmant Calcs\Fonm at Carlsbad\RJZ Double JDISC.~~ Double Joist 14" TJIWL65, 2 plies @ 12" ole THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED USw3 1~32524PM PpBn2 ~nnVershrr1103 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is,output from software developed by TNS Joist (TJ). Allowable product values shorn are in accordance with current TJ materials and mde accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformancewith the design drawings Of the building. and have no! been reviewed by TJ Engineering. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product lisled above. -Note: See TJ SPEClFIER'S I BUILDER'S GUIDES for multiple ply connection. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY1 PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum Q Cailsbad - Bldg 6 1901 Calle Barcelona ' Cartsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Tme Centre Drive; Sulte 200 Foothill Ranch, CA 9261 0 Phone : 949 616 1600 copyright Q 2003 by ?rum Joist, %eyerhaewer Business TJIeJ and TJ-Be- -e raglstcrcd trademarks o€ TNS Joisc. e-I Joist',Pro" and 'IJ-Pro- are trademarks ai 7- Joist. simpam Strong-rim connectors AS a reqistarcd Crnd-k oi simpon Strong-Tie Company, Inc. D:\UUildinq DeparrsPsnt\Building Department calc~\Forom at CarLsbad\RJZ Double Joist-sns Double Joist 14" TJlOlL65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESfGN CONTROLS FOR THE APPLICATION AND LOADS LISTED UM 3 1213/2W3 3-28 51 PM Pagel EnpsVsrckn 1103 Member Slope: @HZ Roof SlopeOfljl I All dimensicrns are hoy-zontsl LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 7' Primary Load Group - Roof (psf): 20.0 Uve.at 125 % duration, 15.0 Dead .SUPPORTS: Input Bearing Vertical Reactions (lbs) Ply Depth 'Nailing Detaii ' Other Width Length . LivelDeadlUplifVTofaI -Depth 1 TJIbeam 5.13" Hanger 445/345/01790 1 3.00" N/A TopMountHanger None 2 TJI beam 5.13" Hanger 445 I345 IO I790 1 14.00" WA TopMountHanger None -Backer Blocks are required at support@): 1,Z HANGERS: Simmon Strona-Tie@ Connecton support Model Slope Skew Reverse lop Flange Top Flange Supportwood 1 Top Mount Hanger 1x314 0112 0 N/A No 0 . NJA 2 TopMountHanger ITr314 0112 0 NIA No 0 NIA Flanges Offset Slope Species -Nailing for Support 1: Faus 2-NIO , Top dN10 , Member. 2-N10 -Nailing for Support 2: Face: 24410 , Top 4-Nl0, Member: 2-N10 DESJGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 804 -684 2656 Passed (26%) Rt end Span 1 under Roof loading VerUcal Reaction (lbs) 790 . 790 2356 Passed (34%) Bearing 2 under Roof loading Moment (Ft-Lbs) 940 940 10037 Passed (9%) MID Span 1 under Roof loading Live Load Defl (in) 0.011 0.183 Passed (U999+) MID Span 1 under Roof loading Total Load Defi (in) 0.020 0.275 Passed (.VSQS+) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(U:L1360,TL:L40). -Bracing(Lu): All compresshn edges (top and bottom) must be braced at 6' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output fmrn software developed by TNS Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The spedfic produd application. input design loads and stated dimensions have been provided by Others c 1, have not been checked for cbnfomance with the design drawings of the building, and bave nat been reviewed by TJ Engineering. -Allowable SlresS Design methodology was wed for Building Code UEC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carlsbad - 81dg 6 1901 Calk Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Torme Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone : 949 616 1600 Copyright 9) 2003 by rruw Joist, a Wrytrhacussr Businens =SI8 and TJ-EsMm arc rmgistcrcd trademarks of TNS hist. e-I 50~6c-,Pro'" and TJ-Pro- are tfnd-k. of TNS Jolrt. SbpSoU stronq-TlaS Connectlrs is a regartermd rradt.PaTk 01 Simpson Stronq-Tia Company. IDS. D:\auildlnq DCparment\BuLldinq Department Ulcc\Fow ac Carlsbad\RJ3 Headout.- ... 21 MESRI ENGINEERING STRUCTURAL CONSULTING 2180 GARNET AVE, SUITE 2E SAN DIEGO, CALIFORNIA 92109 [PI 619 273 8701, [F] 619 273 6758 TRUSS SHOP DRAWING REVIEW COMMENTS 9 GLbS, COMMENTS: L M ES R I ENG I N'EE R t NG h STRUCTURAL CONSULTING. REVIEWED AND CORRECTED AS NOTED pproved for distribution. P Approved when corroded as rioted. (Resubmit.) 0 Disapproved. Correct & resubmit. This review does no; idi3.t~ the contractcr of respnsibi!ity ?or full mmpliance with the conditions iqmsed by mntrad dOCUllWntS. Contractor shall be responsible for c0-s of all dimen- BbtlS aftam hb Work Dated: - 'W-04 By: h- -%gF\, -. MESRI ENGINEERING STRUCTURAL CONSULTING - PROJECT: THE PAVILION AT LA COSTA BUILDING #6 ROOF LOADS (FLAT): DEAD LOAD LIVE LOAD ROOFING 3.0 (NO GRAVEL) PLYWOOD 1.8 RAFTERS 3.0 CLG. + INSULATION 3.0 SPRINKLER 2.0 MISC. 2.2 ROOF LOADS (SLOPED): ROOFING 12.0 PLYWOOD 1.5 JOISTS OR 3.0 CLG. + INSULATION 0.0 SPRINKLER 0.0 MISC. 1.5 WALL (EXT.): 16.0 PSF dl WALL (INT.): 10.0 PSF U ON. 15.0 PSF DEAD LOAD 18.0 PSF BEAMS: #1 POSTS: #I 20.0 PSF LIVE LOAD 16.0 PSF TOTALLOAD 35.0 PSF TOTAL LOAD 34 0 PSF JOIST & BLOCKING:#2 OR STUDS & PLATES: #2 OR #I ALL CONCRETE TO BE A MIN. OF 3000 PSI AT 28 DAYS STRENGTH. (SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS) SEISMIC ZONE: 4 ,Na=l.O, Sd, Ca-.44 SOIL PRESSURE: 2500 psf @ 18” BELOW GRADE ALL MASONRY TO BE, fm= 1500 psi U.O.N.(SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS, PRISM TESTS ARE REQUIRED WHEN SPECIAL INSPECTION IS SPECIFIED). WIND: UBC 97 EXP. B BY: SOUTHERN CALIFORNIA GEOTECHNICAL ALL GLUE-LAMINATED BEAMS ARE 2400F-V4 (SIMPLE SPAN), AND 2400F-V8 (CANTILEVER SPAN). BALCONY LIVE LOAD: N/A EXIT/CORRIDOR WE LOAD: N/A 3 ;T THE MESRI ENGINEERING. IhlPLY APPROVAL OF ANY OTHER PART OF THE STRUCTU RE BY THIS OF FICE. JOB NO.: DATE: 05-08-03 DESIGNED BY:M CHECKED BY: PAGE:L ’v c, .... .. ._ IL . . ... .4 ............... ....... ~ I+- -~ I . ...... .. .- ..... -._- ........ - ... . 3 A wI-\ .. -. .... ~ . . . -~ ~ . ~.. -~ . .... - ........ ... __ ......... __ ....... ..... MESRl ENGINEER!;:S Structural Consu!!ing 2180 Garnet Ave.Ste. 2E San Diego, CA 92109 fo . I DWHi .c.3 ................. i_-. ... - . .... ..... .. 1 ____ . ....... .. ~ ............ ...... - . ~ . . - . .. ~.~ ._ ......... ... .. ........... . ~-3- --- - ~ .. ___ ................ .- ....... .., .... .. -. *_ .- ... .~.. .... ...... - .. ..... ..... .. ~ Af\ COUPANY Standard Strudutw, Inc 340 Standard Avenue Wlndsor, CA WW May 13,2003 16:2330 'IzER 800-8624936 Fax 707-838-8377 PROJECT Building 6 Carlebad, CA Case 1 Load 1 2 3 4 14" SSI 32MX Speed at 32" C/c; Type Distribution Nagni tude Location [it1 Pattern Dead Full Area 15.00 (32.0)' NO Constr. fill Area 20.00 (32.0)' NO Coartr. Point 200 9.75 No Dead Point 64 0 13-00 80 Start End Start End Load? ECTION VS. DESIGN CODE NOS-lmI: ( Ib8, Ib-tt, oc in 1 DDITIONAL DATA: CTORS: I CD CM Ct CL CF CV CfU CK LCY b'+- n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 V' = n/a 1.25 1.00 1.00 2 ,I n/a 1.00 1.00 2 ending(+): LcY 2 - R+C, N - 7560 Us-ft hear ; LCY 2 - D+C, V - 1437 lba eflection: LC# 2 - D+C EI- 667.00006 lb-in2 C= 10.99e06 in-lb/h otal Deflection - l.OO(Dead Load Deflection) t Live Load Deflection. ESIGN NOTES: I Reasa vdfy that the default deflection limits am appropriate for your appllcatlan. I rhis analysis is for SSI Joist products furnished by Standard SbuuctWes, Inc. only. Product substitutions void this analysis. 9y mpresslon ed~e.8 (top and bottom) must be braced at 24" unless noted othewise. Proper attachment and posiUoning of bracing is , iulred to adleve member stability. Jot all products may be readily available. Check wtth a Standard Structures, Inc. representative for product avallablllty. (>dead L-live S-snow Wvsind I=impact C-construction CLd-concentrated) (All LC's are listed in the Analysis output) I Criterion (Analyrir Value (Design Value (Analysis/Design (6) Shear I V - 1437 I Vr - 2913 I v/vr = 49.33 Dead Live Total Bearing: Length Sti ffensr Capacity 603 e17 62 0 620 1223 1431 2188 2188 1-3/4 1-3/4 No No Bending(+) Dead Defl'n Live Defl'n Total Defl'n n - 7560 Mr = 8212 . M/Wr 92.06 0.45 - L/521 0.37 - L/633 0.98 - L/240 37.86 0.82 - L/286 0.98 - L/240 83.86 COMPANY Standard Structures, lnc 540 Standard Avenue Windsor, CA 95492 May 13,2003 16:24:39 SI7ER 800-862-4Q36 Fax 707-8388377 PROJECT Building 6 Carisbad. CA Case 2 1 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Load 1 Type Distribution Magnitude Location [ftl Pattern Daad Full Area 15.00 (32.0)* NO Start End Start End Load? I 2 Constr. 3 Dead 14" SSI 32MX spaced at 32" clc; SECTION YI. DESIGN CODE NDS-fW7: ( Ibs, Ibs-ft, or in ) Full Area 20.00 (32.01* No Point 350 9.75 NO Dead 565 Live 520 Total 1085 Bearing: . Capacity 2188 Lenqth 1-3/4 S tlf f ener NO - ADDITIONAL DATA: FACTORS: F CD CW Ct CL CF CV CfU Cr LCY Fb'+- n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = n/a 1.25 1.00 1.00 2 E' = n/a 1.00 1.00 2 Bending(t): LCI 2 - D+C, M - 6142 lbs-ft Shear : LC) 2 - D+C, v - 108s I~S Deflection: LCY 2 = D-CC EI- 667.00106 lb-in2 C= 10.99e06 in-lb/fn Toral Deflection - l.OO(Dead Load Deflection) + Live Load Deflection. (D-dead >live S-snow W-wind I-impact C-construction CLd-concentrated) (All LC's are listad in the Analysis output) DESIGN NOTES: 1. Please verify mat the default deflection limits are appropriate for your appilcatlon. 2 This andysk b for SSI Joist products furnlshed by Standard Structures, Inc. only. Prcdud substitutions void this enalysls. 3. AI ccxnpresslon edges (top and bow) must be braced at T-6' unless noted otherwise. Proper attachment and positioning of braung is required to Phieve member stabiljty. 4. Not all products may be readily available. Check with a Standard Shcturw, Inc. representative for product avallablltty. 5. The specific product appilcation loads, spans, spedngs have been provided by others and have not been reviewed by Standard Shciures, Inc for adequacy. 6. The supporting member shall be designed to support the total reaction noted above. 5 65 520 loa5 2188 1-31'4 No Criterion Shear Bending (+) Dead Defl'n Live Defl'n Total Defl'n Analysis Value Design Value Analysis/Design (8) V - 1085 Vr - 2913 v/Vr - 37.25 M - 6142 MI 8212 M/Mr 14.79 0.36 - L/643 0.28 - L/828 0.98 = L/240 28.95 0.65 - L/362 0.98 - L/240 66.25 94r-c - 14 .- . . , ws5 4' 33.6 2 Ih __c__I f 7 ... /==- Job # Date: 3:57PM. 13 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : _____ ..~ Rev 506001 Single Span Beam Analysis Page 1 I Description BLDG #6 General Information I w - ~~~~~~~~ Center Span 20.00 ft Moment of Inertia 738.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... Trapezoidal Loads I 1 On Left Cantilever ... On Right Cantilever ... #I 0.080 ~ft #1 Wft #1 klft ___ _~~_ Magnitude Q Left 0.260 Wft klft klft wft Magnitude @ Right 0.260 Wft wn Wft klft Dist. To Right Side 9.000 ft ft ft ft Dist. To Left Side ft ft ft l=l __ I QuewValues I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 2.61 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + @ Center 10.04 k-ft at 7.70ft @ Left 2.61 k @ Left 2.61 k Max - @ Center 0.00 k-ft at 0.00ft @ Right 1.33 k @ Right 1.33 k @ Right Cant 0.00 k-ft Deflections ... I ! i Maximum 2.61 k @ Left Cant 0.00 k-ft @ Center -0.545 in at 9.46 ft @ Right Cant 0.000 in at 0.00 ft @ Left Cant. 0.000 in at 0.00 ft ! Maximum = 10.04 k-ft I I (C) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jui-1998. Win32 01%) P9- . , .~ ~. -. .. .,. .~ . ................ - .... +. . . I ...... .. , ...... ~ ... ......... . ...... .- .. . - ...... .... -1 - ---, ... ...... ......... .-A L . -_ ... _____~.. ......... j - .... _____ ................. +- _, ...... ..... - ..... - .. .. ____ .. ,.- ... .... ... ..... - .. ._- .......... .. ~ . ~ . ............... _. .... _- .---I ......... ___. ~,~_ ...... _. _. . -__...~ I I! ~ ... . ,-. i! . ._ . . , . I I I, I .. I @.. I3.4" Job # Date: 4:13PM, 13 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Rev 506001 Single Span Beam Analysis Page 1 I Description BLDG 6 __ ~ -PJ General Information I Center Span 23.00 ft Moment of inertia 4,250.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... .- - J On Left Cantilever ... On Right Cantilever ... #I 0.730 Wft #1 Wft #1 klft - - Point Loads I Magnitude 3.700 k 2.000 k k k k Location 10.000 ft 11.500 ft ft ft ft Querv Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 11.49 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft -- Moments.. , Shears ... Reactions.. . I Max + @ Center 78.52 k-ft at 10.65 ft @ Left 11.49 k @ Left 11.49 k Max - @ Center 0.00 k-ft at 0.00ft @ Right 11.00 k @ Right 11.00 k @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections ... Maximum 11.49 k j @ Center -0.976 in at 11.38ft I @ Left Cant. 0.000 in at 0.00ft ~ @ Right Cant 0.000 in at 0.00 ft ~ Maximum = 78.52 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, 6\G\ Job # Date: 4:14PM, 13 MAY 03 To specify your title block on Title : Dsgnr: Description : Scope : these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev 506W1 Single Span Beam Analysis Page I 1 Description BLDG 6 __ __ General Information I Center Span 23.00 ft Moment of Inertia 4,250.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... __~ . I On Left Cantilever ... On Right Cantilever ... #1 0.410 k/ft #1 k/ft #I k/ft Point Loads I Magnitude 3.700 k k k k Location 10.000 ft ft ft ft k ft ~ ~ QuervValues I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 6.81 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears.. . Reactions ... Max + @ Center 47.56 k-ft at 10.00 ft @ Left 6.81 k @ Left 6.81 k I 1 Max - @ Center 0.00 k-ft at 0.00ft @Right 6.32 k @ Right 6.32 k ~ @Leftcant 0.00 k-ft Maximum 6.81 k 1 6 Right Cant 0.00 k-ft Maximum = 47.56 k-ft Deflections ... @ Center -0.576 in at 11.29ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver .0.6, 15-Jul-1998, Win32 616 7 JW Job # Date: 4:39PM, 13 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : .- Rev 506001 Single Span Beam Analysis Page 1 Description BLDG 6 __ - Genera I Information I Center Span 38.00 ft Moment of Inertia 8,310.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... ___ 1 I On Left Cantilever ... On Right Cantilever ... #1 0.728 Wft #I 0.728 Wft #1 0.728 k/ft - .- i Point Loads I Magnitude 1 1.000 k 2.000 k 9.400 k k k Location -8.000 ft 19.000 ft 46.000 ft ft ft I Quem Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 15.17 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -1 11.30 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + @ Center 45.51 k-ft at 19.00 ft @ Left 16.74 k @ Left 31.99 k Max - & Center -111.30 k-ft at 0.00 ft 6 Right 15.15 k @ Right 29.72 k Maximum 16.74 k @ Left Cant -1 11 -30 k-ft Right Cant -98.50 k-ft Deflections ... @ Center -0.382 in at 19.43ft @ Left Cant. -0.460 in at -8.00 ft @ Right Cant -0.342 in at 46.00 ft Maximum = 11 1.30 k-ft , I ~. (C) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 e)@ \ 67 To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 4:43PM, 13 MAY 03 enter your title block Information will be printed on each page. Scope : _____ Rev 506001 Single Span Beam Analysis Description BLDG 6 General Information I _-_ PL e ~ ~ ~ Center Span 38.00 ft Moment of Inertia 8,310.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.730 Wft #1 0.410 klft 771 0.410 k/ft 1 Point Loads I Magnitude 4.700 k 4.700 k 2.000 k Location -8.000 ft 46.000 ft 19.000 ft k ft k ft Query Values I 0.000 ft Left Cant 0.000 ft Right Cant 0.000 f? Shear 14.87 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 0.00000 in Center Location Moment -50.72 k-ft 0.00 k-ft 0 00 k-ft Moments ... Shears ... Reactions ... 22 85 k Max + @ Center 100.04 k-ft at 19.00ft @ Left 14.87 k @ Left 1 22 85 k Max - @ Center -50.72 k-ft at 38.00 ft @ Right 14.87 k @ Right Maximum 14.87 k @ Left Cant -50.72 k-ft @ Right Cant -50.72 k-ft Deflections ... I I @ Center -1.584 in at 19.00ft @ Left Cant. 0.743 in at -8.00ft @ Right Cant 0.746 in at 46.00 ft Maximum = 100.04 k-ft I (c) 1983-98 ENERCALC KW-0603482. Ver 5.0.6, 15-Jut-1998, Win32- OlQ' l3 lo Job # Date: 4:41PM, 13 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will be printed on each page. Title : Dsgnr: Description : Scope : ___ . Rcr 506001 Single Span Beam Analysis Description BLDG 6 w ~ General Information Center Span 38.00 ft Moment of Inertia 8,310.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I ____ __ I On Left Can ti lever ... On Right Cantilever ... #I 0.410 Wft #1 0.410 Wft #I 0410 kift - - Point Loads I Magnitude 6.300 k 4.700 k k k k Location -8.000 ft 46.000 ft ft ft ft Quem Values I Center Locatlon 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 8.13 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -63.52 k-ft 0.00 k-ft 0.00 k-ft I I I Shears ... Reactions ... 17.02 k-ft at 19.86ft @ Left 9.54 k @ Left 17.71 k , 15.43 k Max - @ Center -63.52 k-ft at 0.00 ft @ Right 7.94 k @ Right I Maximum 9.54 k @ Left Cant -63.52 k-ft @ Right Cant -50.72 k-ft Deflections ... @ Center -0.102 in at 20.19ft Maximum = 63.52 k-ft @ Left Cant. -0.343 in at -8.00 ft j @ Right Cant -0.225 in at 46.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32- ow r3 ', ... .___.~_ / /o .. 4. ...... I .. L .............. t-.. - +. __ ....... ...... 4 ._..- . ._ I____ ...... -,. - ..... ..... --A- ............... ~. ~ -. . ........ _.__ _. ... .- . - --. ......... .. __ - ~ ...... .- . ~. . , ~. ... .. ......... j_ -. . ...... + ..... ..*_ .. , ...... ... .... .... .. ~.. . .~ . I . -. , . ......... :... .. : i-. ..... 4 ..... ;. _.i - .... -. I ....... .. ~..- ... .... .,- . I - 1- ...... .,... . .+ 1.- , .- ! ~!. ....... .... I. ... ..! .... . ._ -.. ..... . , , . Job # Date: 2:16PM, 14 MAY 03 To specify your title block on Title : Dsgnr: Description : Scope : these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev So6001 Single Span Beam Analysis Description BLDG 6 __ ___ General Information I Center Span 12.00 ft Moment of inertia 1,920.000 in4 Lefi Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... '1 I On Left Cantilever. .. On Right Cantilever ... #1 0.530 Wft #I Wft #1 Wft .. - , Point Loads I Magnitude 11.500 k k k Location 5.000 ft ft ft k ft k fi ' Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 9.89 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-fi Summary I Moments ... Shears ... Reactions ... 9.89 k ' ! 1 Max + @ Center 42.81 k-ft at 5.00ft @Left 9.89 k @ Left Max - @ Center 0.00 k-ft at 0.00ft @ Right 7.97 k @ Right 7.97 k @ Left Cant 0.00 k-ft I @ Right Cant 0.00 k-ft Deflections ... I @ Center -0.287 in at 5.77ft ~ Maximum 9.89 k @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft Maximum = 42.81 k-ft I I (c) 1983-98 ENERCALC - _" _I - - , _I ... .. , -. . . .-. --_ ... I I. I I tl- IC', i- 7-7- -- I f , . . . -.~ ... ., , I .+ . , . ~.._ .- . . .. +-- -- I -i - L.. !. . ..L .. . . . . . .. .- .. i-? . . . - . . . . $8 ~ I.. ! . . ;I' f I I 1 I I .-. . 1 ;!! 6. I- / ............ __ ..... ~ .......................... .. .. _ 1. .............. JY .............. - ~ .. ~ .. .. ......... - .- I- __ ........ -.. .... .__.-./. +.-.~ ............. ~-+- ...... *__L .. w ... -. ~ ... 6- . . ..... II , ... - ........... __ .. .... ......... .... . 56XJILiL- .- - .. ............ ___ ............... ..__ ... ........ ...... I _. ~ ... ...... ~. .. .. - . __ ............ ___ ... -. -. ~ .. _ ................. .-- - .... I GU ...... r-T I, I/ - 12'' ... . ......... L3 - . ... ... . . . .. __ . . . . . . . __ ..I /' . 1_._-:. , 4.. , .... 1' I ...... ....... . .l---,-. ... .L-..~.L .... I ..... ..!-. i-- ~, 8- 6 ...... --.---e 11 .... . -.. .......... '11'1 I' 88, OD I Job # Date: 10:19AM, 15 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : __ Rev 506001 Pole Embedment in Soil Page I I Description Circilar pole with Point & Uniform Loads General Information ~ I Allow Passive 350.00 pcf Applied Loads ... Max Passive 1,500.00 Psf Point Load 554.00 Ibs Load duration factor 1.330 distance from base Pole is Round Diameter 30.000 in Distributed Load Restrained Q Surface distance to top 3.000 ft distance to bottom 0.000 ft 14.000 ft 0.00 #tft I I Moments @ Surface ... I Point load 7,756.00 ft-# Total Moment 7,756.00 ft-# Distributed load 0.00 Total Lateral 554.00 Ibs ! Required Depth 0.000 ft Req'd Depth 3.048 ft I I Without Surface Restraint ... With Surface Restraint ... Press @ 113 Embed ... Pressure Q Base ... I Actual 0.00 psf Actual 1,418.98 psf Allowable 0.00 psf Allowable 1,418.98 psf Surface Restraint Force 3,819.29 Ibs i (C) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Winz- 01 b\ 11 . .,. ....... ~ 1 .. - ..... .- /I: .. -..... i .... ....... ........... I. ~. Job # Date: 11:22AM, 21 MAY 03 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. I Rev 506COl Title : Dsgnr: Description : Scope : I - Pole Embedment in Soil Description Circilar pole with Point & Uniform Loads General information i 1 Allow Passive 350.00 pcf Applied Loads ... Max Passive 2,000.00 Psf Point Load 1,120.00 Ibs Load duration factor 1.330 distance from base 21.000 ft Pole is Round Diameter 40.000 in Distributed Load 0.00 #/ft Restrained @ Surface distance to top 0.000 ft distance to bottom 0.000 ft Moments @ Surface ... Point load 23,520.00 fi-# Total Moment 23,520.00 ft-# I Distributed load 0.00 Total Lateral 1,120.00 Ibs Without Surface Restralnt ... With Surface Restraint ... Pressure @ Base ... I I Required Depth 0.000 ft Req'd Depth 4.009 ft Press @ 113 Embed ... I Actual 0.00 psf Actual 1,866.07 psf Allowable 0,oo psf Allowable 1,866.07 psf Surface Restraint Force 8,233.93 Ibs I I I (c) 1983-98 ENERCALC Ver 5.0.6, 15-Jul-1998, Win32 L9 mr-7* A Weyerhaeuser Business Item Date Time I 1/22/04 1 1 :03:28 AM 2 1/22/04 11:09:18AM January 22,2004 3 1 1/22/04 I 11:10:29AM 4 1 1/22/04 I 11:12:28AM City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: The Forum @ Cartsbad, Building 6, 1901 Calle Barcelona, Carlsbad, CA 92008 To Whom It May Concern: Thank you for using Trus JoisttM products on the reference project. Below is an index to the individual joist calcutations. These calculations are provided as a supplement to the work of the design professional of record. As such, they are to be reviewed and approved as consistent with the intent of the overall building design or rejected for correction. The calculations appty only to Trus JoistTM products for the reference project. Please look for the proper TNS Joistm trademarks when at the project site. INDEX: 1 TJ-BeamTM v6.10 Please contact me if you have any questmns. Terry K. Metzker, P.l? CA PE #C053457 Cc: Darren Sorremon / TNS Joist Ed Casteen / Casteen Construction File D:\TJ-8eam\3726\cover.doc pq\ w-a F 4 Southwest Region A 300 Corlsbod Village Drive, Suite 216 A Corlsbod, California 92008 * Phone 760.434.3374 A Fax 760.434.3373 Q.T-7e AW€yCIbBustncn TJ-BeamflM) 6 10 Senal Number 7003001456 Roof Joist 14" TJIWL65 @ 32" olc - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED user4 1/22/2004110328AM Pfge 1 Engm Version 1 10 3 Member Slope: 0112 Roof Slopeol12 - All dimensions are horizontal. -9' .d Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead SUPPORTS: Input Bearing VerticafReactiom(Ibs) Ply Depth Nailing Detail Other Width Length LivelDead/UpliotaI Depth 1 Stud wall 5.50" Hanger 244 I 183 IO I428 1 14.00" 1.50 TopMountHanger None 2 TJI beam 3.50 Hanger 2361177101412 1 14.00" NIA TopMountHanger None -Backer Blocks are required at support(s): 2. HANGERS: Simmn Stronn-Ti- Connectors Suppod Model Slope Skew Reverse TopFlange TopFlange SupportWood 1 Top Mount Hanger In314 0112 0 NIA No 0 Douglas Fir 2 TopMountHanger In314 0112 0 NIA No 0 NIA Flanges Offset slope species -Nailing for Support 1 : Face: 2-1 Od , Top 4-1 Od , Member: 2-N 10 -Nailing for Support 2: Face: 2-Nl0, Top 4-NlO , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 385 -385 2656 Passed (14%) Rt. end Span 1 under Roof loading Veftical Reaction (Ibs) 385 385 2356 Passed (16%) Bearing 2 under Roof loading Moment (Ft-Lbs) 794 794 10037 Passed (8%) MID Span 1 under Roof ioading Live Load Defl (in) 0.014 0.275 Passed (U999+) MID Span 1 under Roof loading Total Load Defl (in) 0.025 0.412 Passed (L/999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9 olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum Q Carlsbad - Bldg. 6 1901 Calle Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Laura Wendling Trus Joist 300 Carisbad Village Dr., Suite 216 Carlsbad, CA 92008 Phone : 760-434-3374 wendlil@thrsjoist.com F~x : 760-434-3373 Copyright 0 2003 by TNS Joist, a Weyerhaeuser Business TJXB and TJ-BeauB are registered trademarks of Trus Joist. e-I Joistm,Prom and TJ-Prom are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. QT-7& AW#&lXW€Busincn TJ-Beam(TM) 6.10 Serial Number. 7003001456 Roof Joist 14“ TJImL65 @ 32” o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED UW4 IiZ2/2~110328~ Page 2 Engine Vemim. 1 10 3 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verifii and approved for the specific application by the design professional for the project. JUlowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carlsbad - Bldg. 6 1901 Calk Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Laura Wendling Trus Joist 300 Carlsbad Vdlage Dr., Suite 216 Carlsbad, CA 92008 Phone : 760434-3374 wendlil@trusjoistcom F~x : 760-434-3373 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIB and TJ-Bed are registered trademarks of Trus Joist. e-I Joist*,Prog and TJ-Pro” are trademarks of TNS Joist. Simpson Strong-Tim Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Header 14" TJIWL65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED user4 lmoo4llwlaAM Page 1 Engine Verslon 1 10 3 Member Slope: 0112 Roof SIopeOlt2 - All dimensions are ~rizontal. u 4 P lS=x -6' L Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' 8" Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 236 177 9 Head Out Point(lbs) Roof(1.25) 236 177 3'7" Head Out SUPPORTS: Input Bearing VerticalReactions(1bs) Ply Depth Nailing Detail Width Length LvelDeacuUpliiotaI bPth Other 1 TJlbeam 3.50" Hanger 4691363101831 1 14.00" NIA TopMountHanger None 2 TJIbeam 3.50 Hanger 3231254101577 1 14.00" PUA TopMountHanger None -Backer Blocks are required at support(s): 1,2. HANGERS: Simpson Strona-Tie@ Connectors support Model Slope Skew Revelse TopFlange Topflange SupportWood 1 Top Mount Hanger lTT314 0112 0 NIA No 0 NIA 2 TopMountHanger ITT314 0112 0 NIA No 0 NIA Flanges oflset Slope Species -Nailing for Support 1: Face: 2410, Top 4-Nl0, Member: 2410 -Nailing for Support 2: Face: 2-Nl0 , Top 4N10 , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (I&) 803 803 2656 Passed (30%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 831 831 2356 Passed (35%) Bearing 1 under Roof loading Moment (Ft-Lbs) 947 947 10037 Passed (9%) MID Span 1 under Roof loading Live Load Defl (in) 0.010 0.181 Passed (v999+) MID Span 1 under Roof loading Total Load Den (in) 0.019 0.271 Passed (L/999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum @ Carlsbad - Bldg. 6 1901 Calle Barcelona Carlsbad. CA 92008 OPERATOR INFORMATION: Laura Wendling Trus Joist 300 Carlsbad Village Dr.. Suite 216 Carlsbad, CA 92008 Phone : 760-434-3374 wendlil@trUsjoist.com F~x : 760-434-3373 Copyright 0 2003 by TNS Joist. a Weyerhaeuser Business TJIB and TJ-Be& are registered trademarks of Trus Joist. e-I Joist',Pro' and TJ-Pro' are trademarks of Trus Joist. Simpson Strong-Ti@ Connectors Is a registered trademark of Simpson Strong-Tie Company, Inc. Header 14" TJIWL65 user4 1/22120041lO918AM -2 -version 1103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATtON AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the anafysi. The input loads and dimensions have been provided by others C ) and must be verified and approved for the specific application by the design professional for the project -Allowable Stress Design methodology was used for BuiMing Code UBC anawing the TJ Custom product IisteU above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum Q Carlsbad - Bklg. 6 1901 Calle Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Laura Wendling Trus Joist 300 Carlsbad Village Or., Suite 216 Carlsbad, CA 92008 Phone : 780434-3374 Fax :760434-3373 wendlil@trusjoist.com Copyright Q 2003 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beaim are registered trademarks of Trus Joist. e-I Jaist',Pro' and TJ-Prom are trademrks of Trus Joist. Simpson Strong-Tim Connectors is a registered trademark of simpson Strong-Tie Company, Inc. QT-TW AW=)Uh&rrinar TJ-Bearn(iX4) 6.10 Serial Number: 7003001456 Double Joist 14" TJIWL65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED user4 lrrU2004111029AM Page 1 Englne venncm 1 10 3 Member Slope: 01f2 Roof SlopeOlfZ a" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Live Dead Location Appficatlon Comment Point(lbs) Roof(l.25) 469 363 13' Head Out PIL Point(lbs) Roof(l.25) 469 363 16' Head Out PIL SUPPORTS: Input Bearing Vertical Reactions (tb) Ply Depth Nailing Detail Other width Length Live/LkadlUpliiotal 1 Stud wall 5.50" Hanger 787 I 596 IO I 1383 1 14.00" 1.50" TopMountHanger None 2 Glulam or solid sawn lumber beam 4.38 Hanger 1218 I930 / 0 12147 1 14.00" UIA TopMountHanger None -Web stiffeners are required at sopport(s): 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simmon Stron_a-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood 1 Top Mount Hanger MIT314-2 0112 0 NIA No 0 Douglas Fir 2 Top Mount Hanger MlT314-2 0112 0 NIA No 0 Douglas Fir Flanges Offset slope species Hailing for Support 1: Face: 2-1Od , Top 4-lOd , Member. 2-N10 Nailing for Support 2: Face: 2-16d , Top 4-led , Member: 2-Nl0 DESIGN CONTROLS: Maxlmum Design Control Control Location Shear (Ibs) -2113 -21 13 5313 Passed (40%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 21 13 21 13 5313 Passed (40%) Bearing 2 under Roof loading Moment (Ft-Lbs) 9472 9472 20075 Passed (47%) MID Span 1 under Roof loading Live Load Defl (in) 0.281 0.639 Passed (U817) MID Span 1 under Roof loading Total Load Defl (in) 0.496 0.959 Passed (U464) MID Span 1 under Roof loading -&fledon Criteria: STANDARD( LL:U360, TL: L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum Q Catisbad - Bldg. 6 1901 Calle Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Laura Wendling fms Joist 300 Carlsbad Village Dr., Suite 216 Carlsbad, CA 92008 Phone : 760-434-3374 wendli@trusjoist.com F~x : 76M34-3373 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJII and TJ-Bed are registered trademarks of Trus Joist. e-I Joistm,Prou and TJ-Proa are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Double Joist 14" TJIOIL65, 2 plies @ 32" o/c - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATiON AND LOADS LISTED User 4 1/22RM)4 11 1029AM Page 2 Engine Version 1 10 3 ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by TNS Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verifed the analysis. The input loads and dimensions have been provided by others ( J and must be verified and approved for the specific application by the design professional for the project -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Note See TJ SPECIFIERS I BUILDERS GUIDES for multiple ply connection. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carlsbad - Bldg. 6 1901 Calle Barcelona Cartsbad, CA 92008 QPERATOR INFORMATION: Laura Wendling Trus Joist 300 Carlsbad Village Or., Suite 216 Carlsbad, CA 92008 Fax : 760-434-3373 wendliI@trusjoist.com Phone : 760-434-3374 copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Bed are registered trademarks of Trus Joist. e-I Joist',Pro= and TJ-Pro- are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Roof Joists @ 16 O.C. Spacing 14" TJIWL65 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED &>@k@bi?@ A\XtyahacUS5Buslncn TJ-Beam(Th4) 6 10 Serial Number 7003001456 user 4 1mW411122BAM Page 1 Engine Vsnm 1 10 3 Member Slope: 0112 Roof SlopeOJt2 fi 6 20' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead SUPPORTS: Input Bearing Vettical Reactions (Ibs) Ply Depth Nailing Detail Other I Stud wall 5.50" Hanger 263 I 197 I 0 I 460 1 14.00" 1.50" Top Mount Hanger None 2 Glulam or solid sawn lumber beam 8.75' Hanger 270 I203 IO I473 1 14.00" N/A TopMountHanger None Width Lenm LiielDeadRlpliiotaI Depth HANGERS: Simpson Strona-TicB Connectors support Model Slope Skew Reverse TopFlange TopFlange SupportWood 1 TopMountHanger IT314 0112 0 NIA No 0 Douglas Fir 2 TopMountHanger lTT314 0112 0 N/A No 0 Douglas Fir Flanges Offset Slope species -Nailing for Support 1 : Face: 2-1 Od , Top 4-1 Od , Member: 2410 -Nailing for Support 2: Face: 2-N10 , Top 4-NI O , Member: 2-NI O DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 439 -439 2656 Passed (17%) Rt. end Span 1 under Roof loading Vertical Reaction (I&) 439 439 2356 Passed (19%) Bearing 2 under Roof loading Moment (Ft-Lbs) 2064 2064 10037 Passed (21%) MID Span 1 under Roof loading Live Load De0 (in) 0.128 0.627 Passed (W+) MID Span 1 under Roof loading Total Load Defl (in) 0.224 0.941 Passed (L/999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achiqrve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION; The Forum Q Carlsbad - Bug. 6 1901 Calle Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Laura Wendling TNS Joist 300 Carlsbad Village Dr., Suite 216 Carlsbad. CA 92008 Phone : 760-434-3374 Fax : 760-434-3373 wendlil@trusjoist.com Copyright 0 2003 by TNS Joist, a Weyerhaeuser Business TJI@ and TJ-BeM are registered trademarks of TNS Joist. e-I Joist",Pro' and TJ-Pro* are trademarks of TNS Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. December 4,2003 The Forum at Carlsbad 1901 Calle Barcelona Drive Carlsbad, CA 92008 Re: The Forum at Carlsbad - Bldg 6 Dear Sirs:, In accordance with your request, please find attached specialty joist calculations for the above referenced project. Based on the information provided, the product specified in the attached calculations meets or exceeds code accepted design values for the application, span and Ioads Listed. It should be noted that project construction documents were not reviewed by Trus Joist (TJ) Engineering and the application, span and loads listed on the attached calculations were provided by others. The Professional Engineer’s seal on this letter solely indicates that the allowable product vaiues shown are in accordance with current TT materials and code accepted design values. Thank you for your interest in our products. Please contact us at (949) 616-1600 ifwe may be of further assistance. i Sincerely, k I I t .i MarkLowe - Product Engineer I f i Attachmen&: (3) TJBeam” Calculation(s) for Types RJl (14” TJI s t f z i 27042 Towne Cenlre f;)c~ five Sui18 200 A Fo t thill Ranch, c) Califora ubpY.61 92611) A Phone 19 b 1616 hS”d‘US1 THE PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLlCATlON AND LOADS LISTED Usor 3 121312003 313 01 PM Paps 1 Engms '4- 1 10 3 Member skp: tnz Roodslopeam E b 4 Prodrid Diagrum is Conetphral. 2Lr . All dimensions are horizontal. LOADS: Anatysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 96 duration, 15.0 Dead SUPPORTS: Input Bearlng VerticalReactions(Ibs) Ply Depth Nailing Detail Other Width Length LiveKeadlUpliotal Depth 1 studwall 5.50" Hanger 536 I402 i 0 I938 1 3-00" 1.50' Top MountHanger None 2 Glularn or sorid sawn lumber beam 4.38" Hanger 531 I398 IO I929 1 14.00" NIA TopMountHanger None HANGERS: SimDson Stmrtq-Tie@ Connectors Support Model Slope Skew Reverse lop Flange fop Flange Support Wood 1 Top Mount Hanger MID14 0/12 0 IWA No 0 Douglas Fir 2 lop Mount Hanger ITT314 OM 2 0 NIA No 0 Douglas Fir Ranges Offset Slope Species -Nailing for Support I: Face: 2-t0d , Top 4-1od , Member: 2410 -Nailing for Support2: Face: Z-NlO, Top 4-NI0, Member: Z-NlO DESIGN CONTROLS: Sheaf (Ibs) 095 -895 2656 Passed (34%) Rt. end Span 7 under Roof loading Vertical Reaction (Ibs) 035 895 2356 Passed (30%) Bearing 2 under Roof loading Moment (Ft-Lbs) 4291 429q 10037 Passed (43%) MID Span 2 under Roof loading Live Load Defl (in) 0.276 0.639 Passed (U835) MID Span 1 under Roof loading Total Load Defl (in) -0.482 0.959 Passed (U4n) MID Span 1 under Roof loading . Maximum Design Confml cocrtrol Location -Deflection Criteria: M~N~MUM(LL:V~~O.TL:UZ~~). -5raang(lu): All compression edges (top and bottom) must be braced at 5' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT1 The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( 1, have not been checked for conformance with the design drawings of the building, and have not bean reviewed by TJ Engineering. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom pmdud listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOlDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carlsbad - Bklg 6 1901 Calle Barcelona Cadsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder TNS Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone : 949 616 7600 Copyright a 2003 by hus hire, a neyerhaeussr Businas. ZJIO and 1J-Bed brs reglrtered rrad-rks of TNS Joist. e-I JoirY',Pro- and IJ-Pro' arm trldeMrks of Tzus Joint. S-aon Strong-?la8 connectors is a registexed trAdemark of Simpsoza Strong-Tic Coqany, Inc. D:\Building Deprrtmcnt\Bulldbg DepaWurt Crlcs\ror.m nt Carlsbad\ILJl iTyp). - CONTROLS FOR THE APPLICATION AND LOADS LISTED h 20' 1 M dimtnsicm are horizmtal. Product Diagram is ConceptuaL LOADS: Analysis k for a Joist Member. Primary Load Group - Roof @sf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Laads: TYP. C~~SS Lire Dead Loutkn AppEc;lb;on Comment Point(lbs) Roof(1.25) 108 245 96" Mansard Roof Load Other Input Mng VerljcalRsactiacrs(ltas) Ply Depth Mailing Dobit Wdfh Length LiWDead/UpWTotaI Depth 5.50" Hanger 593 I531 10 I1 124 I 3.00" 1.50" ~ophntHanger None d SUP PORTS: 1 SW1wal 2 Glutamorddsarmfumberbeam 4-33" Hanger 58215141011095 1 14.00" NIA TOpMountHangS Nom HANGERS: Simwn Sbwa-Tiec8 Connectors SUpp0f-t Model Slop# Skew Rnrersh TopFiang. Top%- Supp~~Wood Fbmges - Sbw species 1 TopMountHanger MlT314 W12 0 NIA No 0 Doughs Fir. 2 TopMauntHanger IT7314 a12 0 UlA No 0 Dwgks Fir -Na*ngforSupport2- Face:2-NlQ,Top4-N10 ,Member .2-N10 -Nailing for Support 1: Face: 2-1W, Tap 4-1Od , Member. 2-NlO MSlGN CONTROLS: Yuhurn Win Gorrbol Control Loation Shear (bs) lo81 1081 2856 Passed (41%) U end Spsn 1 under Roof loading VertiCd Readion (bs) 1081 1081 2356 Passed (46%) Bearing 1 under Roof loading Moment (Ft-LbS) 5963 5963 10037 Passed (59%) MID Span 1 under Roof Wing Live Load Defl (in) 0.323 0.639 Passed (U712) MID Span 1 under Roof loading Total Load M (in) 0.837 0.959 Pad (U361) MID Span I under Roof loading -Deflectbn Criteria: M~NIMlJM(Uru3sO,~UZ40). -8racing(Lu): Au aompresSlon ec@s (top and bottom) must ba braced at 4' 3" dc unless detailed othemise. Pmpet attachment and positiOnh of laterel bracing is required to achieve member stabiii. PROJECT INK)RMATION: The FWU~ Q Cadad - Bug 6 1901 Calk Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Trus Joist 300 Carisbad Viage Drivs, Suite 21 8 Carisbad, CA 92008 Phone : 760-720-2903 Fax :760434-3373 Copyright 0 2003 by Tzus Joisf:, I Wayerhaauser Bufnesa TJIm ad TJ-Bem are registered trademarks of TNS Joisc. =-I Joist?,Pro- ad 17-Pm- are tradearks of Trvs joist. slrpson Stronq-ria Comators is a reqkifered trademark of Simpson Strong-Tis Cop~.pY, I=. . . . . .. .. . .. ._I_ . ___-.-------- RJ1 CTYP) *QT-ie TJ-eawTM) 6.90 sed t!Eie?%* P- 1 ww (~auon i 10.3 Case 2 Ua 3 1219Rm342117 PM 14" TJlm65 @ 32" dc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:O1%2 Rod SlopeOtlZ c 20' 4 AH dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member- Primary Load Group - Roof @*: 20.0 Live at 125 % dtnatim. 15.0 Dead Vertical Loads: Typ Class Live Dhad Location Applkdon Comment Point(&) RoOy1.25) 141 322 13' Mansard Roofload -d Other Input Boaring Vertkrl-(Ik) plv Depth Mailing Wail Width Length Liv&eadlUpliiolai 1 Studwall 5.50" Hanger 5851 513101 1098 1 3.00" 1.50" TopMountHanger None 2 Glubmorsdidsznmilumberbeam 4.38" Hanger 6231609101~232 I 74.00" HIA TopMountHanger None SUPPORTS: HANGERS: Sfmwon Stranq-Tii Con- support Model SI- Skew RenrP. TopFl;mge TopFlarp SupportWood 1 TopMount Hanger MIT314 W12 0 WA No 0 Douglas Fir 1 2 TopMountHanger llT314 0112 0 NfA No 0 Dougle~ Fir mnger OtTSoQ skp Sp.ci00 -Nailing fw Support 1: Face: 2-1W, Top 41W, Member 2410 -Nailing for Support2: Face: 2-Ni0, Top CNlO , Member: Z-NiO DESIGN CONTROLS: Shear (b) -1198 -1198 2656 Passed (45%) Rt end Span 1 under Roof loading V~ticalRReaction(Ibs) 1198 1188 2356 PaSsed(51%) Bearing2 underRoofbading Moment (Ft-Lbs) 5964 5964 10037 Passed (59%) MID Span 1 under Roof badiig Live Load DeR (in) 0.329 0.639 Passed (WOO) MID Span 1 under Roof loading Total Lo& Defl (in) 0.657 0.959 Passed (LEO) MID Span 1 under Roof loading Maximum odgn Canw contrd Locltion -UeRedion Cribria: MINIMUM(LL:U360,~.LR40). -Bracing(hr): An conrpreasion edges (tup and bottom) must be bmcd at 4 3" o/c unks detaaed om. Propw attachment and positioning of labd bracing is required to achii member stability. PROJECT INFOFUIIA+ION: The Fmm Q Cartsbad - Bfdg 6 1901 calk 0arceha Cartsbad. CA 92008 OPERATOR INFORMATKlN: Trus Joist 300 Cartsbad Wage Drive, Suite 218 camad, CA 92008 Phone : 760-720-2903 Fax :760434-3373 aQyrigbt B 2003 by Tms Joist. a Veyerhaaer Business TJIO and TJ-Bcaw are registered trademare of rw Jozst. rL Joisc,Pro- and TJ-Pro- are t-rb of 'P- JOLS~. slmptou Strong-TieW Connector. Is a repierered :sadmark of SLpron Strong-ria Ompany, Inc. RJf (TYP) case3 -3 1219RMJ4P42W 14" TJIWI-65 @ 32" olc MIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -1 Enllhe\krumTl03 Member Slope: OAZ Roof Sl~pdM2 $ -/w gl 10' Q 1 All dlmensiona are horizontal. Product Diagram is Conc~ptUaL LOADS: Anatpis is for a Joist Member. Primary Load &up - Roof @s4: 20.0 Live at 125 % duration, 15.0 Deed %tiid Loads: Mansard Roof Load Other 1 Glulamorsdimkmberbeam 8.75" Hanger 607/55410/1162 1 3.00" N/A T~MwntHanger None 2 Glutamorsdidsamriumberbeam 4-38" Hanger 6oo/!Xa/O/1168 1 14.00" NIA TopMountHanger None oep& "'-3 rypr chss Lirn Dead LOcalhl Point(lbs) Roofll.25) 141 322 11' SUPPORTS sput Bearing V~RcadiOm(Ibs) Ply Depth Nailing Detail WKth Lmgttl LivalDeod/upllMoial HANGERS: Simmon StrWrs-Ti Connectws support yodel Skpe Skew Reverse TopRulgo TopFhnge SuppodWood 1 TopMatnt Hanger KT314 0112 0 WA No 0 Doughs Fir '. 2 TopMountHanger In374 0/12 0 NIA No 0 Douglas Fir -ger - sm Spec& -NailEng for Support 1: Filc~: 2410, TOP 4-Nl0, Member: 2-N10 DESIGN CONTROLS: Shear (bs) -1134 -1 t34 26!% Passed (43%) Rt end Span 1 under Rod loading VerGcal Reaction (bs) 1 ? 34 f134 2356 Pad(48%) BearfngZ underRaafloading Moment (Ftlbs) 631 1 6311 10037 Passed (63%) MID Span 1 under Roof loading Live Load DeR (m) 0.320 0.630 Passed (U7'08) MID Span 1 under Roof loading Total Load Defl (in) 0.651 0.945 passed (Kue) MID Span 1 under Roof loading -N&- fw mr! 2: Face: 2-Nl0 TOP 44410, Member: 2410 Maximum Design Cod Conbd lcxatjon -Def)ection Criteria: MlNlMUM(LLV360,TL:U240). Bracing(Lu): All compression edges (top and bottom] must be braced et 4' 1" dc unless detailed othemise. Pmper attachment and positioning of labsral brecing is required to achieve member stability. PROJECT INFORMATION: The Fwum @Carisbad - Bldg 6 1907 Calk Barcelona Carkbad, CA 92008 OPERATOR INFORMATION: TN~ Joist 300 Carfsbad Wlags Drive, Suite 218 caw, CA 92008 Phone : 760-720-2903 Fax :7604343373 Copyright 0 2003 by 1- Joist, a Weyerhauser Business TJIe and Til-&& are registered trild.nuks of Trua joist. -1 Joitt-.PrO.. and rJ-Pr.9 &re tmd-ks of 'rms Joist. simpson Strong-Ties Connectors is a regiitered trsdmrk of Sinplron Strong-lie C-fly. Ins. Double Jorst f4" TJI@L65,2 plies @ d2" olc THE PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLlCATiON AND LOADS LISTED 4EET-7e .4UkUh=CUh TJ-BesmW)6 10 Ssrhl Number 70(23001416 User 3 12NZM3 3 24 40 PM paw 1 mVeMn t 10 3 Member Slope: GJlf Raof SlopeOflP P 2P & AU dimensimts ate horizontaL Product Diagram is Cmc-I. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type CIass Live Dead Location Application Comment Point(lbs) RooK1.25) 445 345 13' Head OutP/L Point(lbs) Roof(1.25) 445 345 16' HeadOutPfl - SUPPORTS: Input Bearing Verticaf Reactions (Ibs) Ply Width Length Live/Dead/UpliWTotaI f Studwall 5.50' Hanger 439 I335 / 0 17'75 .7 2 Glulam or solid sawn lumber beam 4.38" Hanger 851 I655 I 0 I 3505 1 3.00" 14.0d' Nailing Detail Other Depth 1.50" Top Mount Hanger None NIA Top Mount Hanger None HANGERS: Simpson Stronq-TieO Connectors support Model Slope Skew Reverse Top Flange lop Fhnge Support Wood Flanges Offset Slope species . 1 Top Mount Hanger MIT314-2 0/12 0 NIA NO 0 Douglas Fir 2 Top Mount Hanger MlT314-2 0112 0 NIA No 0 Doughs Fir -Nailing for Support I: Face: 2-70dI Top 4-106. Member: 2-Nl0 -Naifing for Support 2 Face: 2470. Top 4-Ni0, Member 2-Nl0 DESIGN CONTROLS: Shear (Ibs) -1493 -1493 5313 Passed (28%) Rt end Span 1 under Roof loading VeFtical Reaction (Ibs) 1493 1493 4713 Passed (32%) Bearing 2 under Roof loading Moment (Ft-Lbs) 6762 6762 20075 Passed (34%) MID Span 1 under Roof loading Live Load Defl (in) 0.189 0.639 Passed (lJ999+) MID Span i under Roof loading Total Load Defl (in) 0.334 0.959 Passed (U690) MID Span 1 under Roof loading Maximum Design Control Control LOCZtfOfI -Deflection Crlteria: MINIWlUM(LL:U360.TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at S 7 olc unless detaiied otherwise. Proper attachment and positirming of lateral bracing Is required to achieve member stability. PROJECT INFORMATION: The Forum @ Carlsbad - BMg 6 1901 Cage Bardona Carlsbad. CA 92008 OPERATOR INFORMATION: Paul Yoder TNS Joist Engineering 27042 Tome Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone : 949 616 1600 Copyright 0 2003 by Trys Joist, a Hayaxhawser au=ir.css TJIO and TJ-BesS ar8 rcqiircmred trad-zks of "rus Joist. e-I Joist-,Pro- aad TS-Pro- are tzsdenprrs of TNS Joist. Simpson Strong-Ti& ConnctQrA is a registered trad-rk of Siopson StTong-Tie Company, Ilre D: iBuilatng DepsrtmantiBUildFnq Drplrtment Cdcr\Fonm at Cdarlsbad\RJZ bubh Joist. s- Double Joist 14'' TJImL65,2 plies @ 12" olc ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN uw. 3 1232CU3 3Z14 PM PpoeZ EngimVerabn: 1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is, output from software developed by TNS Joist (TJ). Allowable product values shown are in actordance with current TJ materials and cnde a-ted design values. The specific product application, input design loads and stated dimensions have been provided by others { ), have not been dwdred for conformance with the design drawings of the building. and have not been reviewed by TJ Engineering. -Allowable Stress Design methcdologywas used for Building Ccde UBC analyring tbeTJ Custom product [isled above. -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY1 PRODUCT SUBSTlTWlON VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carlsbad - 8ldg 6 1901 Calle, Barcelona ' Carlsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Tme Centre Drive; Suite 200 Foothill Ranch. CA 92610 Phone : 949 616 1600 Copyright 0 2003 by ?NS Joist, a Uayeriraewcr Business TJIe md TJ-Bcd LZ- rrgistercd trademarks of TNS Joist. e-I Joiat',Pro' and TJ-Pro- are trademarks of '7- Joist. Simps- Scrong-l'ice Conneffocs is a regiscared traaenuk of simssion strang-Tlo Company, Inc. D:\BUildll¶9 Deprrtmant\Buildlng Departsent Calci\Fow at Carlcbad\RJZ Double Joist-sms Double Joist 14" TJ143ll-65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 3 1~~ 3-3 51 PM Pagel EngDleVerrkn 1103 Member Slope: Mt Roaf SlapaOfli! I All dimtnsims are hm-zonEsL LOADS: Analysis is fur a Header (Flush Beam) Member. Tributary Load Widm: 7' Pnmary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadNplifVTotal Depth 1 TJlbearn 5.13" Hanger 4451345/01790 1 3-00" WA TopMountHanger None 2 TJI beam 5.13" Hanger 445 I345 IO I790 1 14.00" NIA TopMountHanger None -Backer Blocks are required at support(s): 1,2 HANGERS: Simuson Strons-Tie Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger In374 , Of12 Q MA No 2 TopMountHanger 1x314 OI12 0 NlA No -Nailing for Support 1 : Face: 241 0 , Top 4N10 , Member: 2-NIO -Nailing for Support 2 Face: 24410 , Top 4-Nl0, Member 2-Nl0 DESIGN CONTROLS: Maximum Design Control .Control Shear (Ibs) 684 -684 2656 Passed(26%) VertlcalReaction(1bs) 790 . 790 2356 Passed(3496) Moment {Ft-Lbs) 940 940 10037 Passd(9%) Live Load Ikfl (in) 0.01 1 0.1 83 Passed (U999+) Total Load Dd (in) 0.020 0.275 Passed (-VSSS+) -DeRecb'on Criteria: MlNfMUM(LL:Y360.TL:V2401. 0 - NiA 0 N/A Location Rt end Span f under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 4" o/c unless detailed otherwise. Proper attachment and positioning of laferal bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTAM! The anaiysis presented is output from software developed by TNS Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific produd application, input design loads and stated dimensions have been provided by others ( ), have not been checked for confonnance with the design drawings of the building, and have not been reviewed by TJ Engineering. dllowable Stress Design methodology was Fed for Building Code UBC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTlTUTlON VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum @ Carfsbad - Bldg 6 1901 Calk Barcelona Carlsbad, CA 92008 OPERATOR INFORMATION: Paul Yoder Trus Joisl Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone : 949 616 1600 copyright 0 2003 ny Trua Joist, a Hryerhacvsar Business ZJIm and TJ-Bed are registered tridmtks of TNS Joist. e-I Joisc-,Pro"' and 1J-Pro- are trAd-k. of Trus Joine. Simp6011 Stronq-TlcQ coDIlecEors ir a registered CradaarY OK Simpson Strong-Tic company. Inc. D:\BUldinq DcpaFtmcnC\Buildinq Dapartncnt Ulc6\Fo~1. ac Culsbad\RJP Hesdout.sms L- n3 c;l a$ I k TD 00 B L I .